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Public Works Packet 2020 09-15-20 AGENDA PUBLIC WORKS COMMITTEE MEETING Tuesday, September 15, 2020 6:00 p.m. City Hall Conference Room 800 Game Farm Road, Yorkville, IL Citizen Comments: Minutes for Correction/Approval: July 21, 2020 New Business: 1. PW 2020-48 Water Department Reports for April – August 2020 2. PW 2020-49 Cedarhurst of Yorkville Bond Release 3. PW 2020-50 2020 Striping Program – Bid Award 4. PW 2020-51 2020 Road to Better Roads Program – Change in Plans and Final Payment Estimate 5. PW 2020-52 ITEP Applications 6. PW 2020-53 Proposed Road to Better Roads Program and Rebuild Illinois Program 7. PW 2020-54 Cannonball Trail Curve Speed Limit Old Business: Additional Business: 2019/2020 City Council Goals – Public Works Committee Goal Priority Staff “Municipal Building Needs & Planning” 2 Bart Olson, Rob Fredrickson, Eric Dhuse, James Jensen, Tim Evans & Erin Willrett “Road to Better Roads Funding” 3 Bart Olson, Rob Fredrickson & Eric Dhuse “Water Planning” 6 Eric Dhuse & Brad Sanderson “School Safety (Exterior & Traffic)” 8 (tie) Eric Dhuse & James Jensen “Quiet Zones” 14 (tie) Eric Dhuse, Erin Willrett & Brad Sanderson “Route 47 Crossings” 19 Eric Dhuse & Brad Sanderson United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Telephone: 630-553-4350 www.yorkville.il.us UNITED CITY OF YORKVILLE WORKSHEET PUBLIC WORKS COMMITTEE Tuesday, September 15, 2020 6:00 PM CITY HALL CONFERENCE ROOM --------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS: --------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------- MINUTES FOR CORRECTION/APPROVAL: --------------------------------------------------------------------------------------------------------------------------------------- 1. July 21, 2020 □ Approved __________ □ As presented □ With corrections --------------------------------------------------------------------------------------------------------------------------------------- NEW BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 1. PW 2020-48 Water Department Reports for April – August 2020 □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 2. PW 2020-49 Cedarhurst of Yorkville Bond Release □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 3. PW 2020-50 2020 Striping Program – Bid Award □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 4. PW 2020-51 2020 Road to Better Roads Program – Change in Plans and Final Payment Estimate □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 5. PW 2020-52 ITEP Applications □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 6. PW 2020-53 Proposed Road to Better Roads Program and Rebuild Illinois Program □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 7. PW 2020-54 Cannonball Trail Curve Speed Limit □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- ADDITIONAL BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Minutes Tracking Number Minutes of the Public Works Committee – July 21, 2020 Public Works Committee – September 15, 2020 Majority Committee Approval Minute Taker Name Department Page 1 of 3 DRAFT UNITED CITY OF YORKVILLE PUBLIC WORKS COMMITTEE Tuesday, July 21, 2020, 6:00pm Yorkville City Hall, Conference Room 800 Game Farm Road This meeting was held in accordance with Public Act 101-0640 and Gubernatorial Disaster Proclamation issued by Governor Pritzker pursuant to the powers vested in the Governor under the Illinois Emergency Management Agency Act. Due to the current Covid-19 pandemic, the City of Yorkville is encouraging social distancing by allowing remote attendance at this meeting. IN ATTENDANCE: Committee Members Vice-Chairman Ken Koch/remote attendance Alderman Chris Funkhouser/remote attendance Alderman Seaver Tarulis/remote attendance Absent: Alderman Joe Plocher Other City Officials City Administrator Bart Olson/in-person attendance Public Works Director Eric Dhuse/remote attendance Engineer Brad Sanderson, EEI/remote attendance Other Guests: None The meeting was called to order at 6:00pm by Vice-Chairman Ken Koch. Citizen Comments: None Previous Meeting Minutes: June 16, 2020 The minutes were approved as presented on a voice vote. New Business: 1. PW 2020-40 Capital Improvement Summary Mr. Sanderson said this is the quarterly update. He reviewed the water treatment plant work, Roads to Better Road program which will be completed by the end of August and the Mill Road project which is waiting for one final agreement from the railroad. The striping program will be discussed later on the agenda. Page 2 of 3 2. PW 2020-41 Quarterly Bond and Letter of Credit Reduction Summary There was no activity this quarter according to Mr. Sanderson, though he expects that to increase by the end of the year. He said there are approximately 20-25 letters of credit pending. 3. PW 2020-42 Kendall Marketplace – Plat of Abrogation The developers of Kendall Marketplace commercial area wish to abandon the public utility easements. They have received approvals from the utilities and the city supports the removal according to Mr. Sanderson and he recommended moving ahead with this plat. Committee members approved and it moves forward to City Council. 4. PW 2020-43 MFT Resolution for 2020 Striping Program Mr. Sanderson said there is a reduced budget from $65,000 to $25,000, for the striping and the program uses MFT funds. The targeted area is around Menards. The striping is done with urethane paint since it is more durable and the work will be contracted out since the city does not have the equipment for this process, said Mr. Dhuse. He said thermoplastic is not used since it is scraped up by snowplows and does not last. The committee recommended approval. 5. PW 2020-44 Beaver Street Booster Pump Station a. Engineering Agreement b. Recommendation for Improvements Mr. Olson gave an overview of this project. The project was originally planned to be a standby electric generator for the Raintree water treatment plant. City Council approved a design contract, however, the process was stopped and an alternative solution has been chosen that will be within budget. A design contract with EEI must be approved so the job can go out for bid. The action item is the engineering contract for $47,762 and Mr. Olson said the city recommends approval of the agreement with EEI. Mr. Olson turned the discussion over to Mr. Sanderson and Mr. Dhuse. Mr. Dhuse detailed the history of this project and said it had been cost-prohibitive in the past. He said to move water from north to south, Beaver Street was the only problem area in the event of a power outage. By putting in a generator there, it would allow water to still be moved if there was a large disaster. The cost of this solution would be about $500,000. It is expected the job would be bid out in November or December and completed by end of FY. Alderman Koch asked if the city has a truck with a portable generating system. Mr. Dhuse said the city does not have a truck, but has a contract with CAT. They also discussed scenarios if multiple wells malfunctioned. This item moves forward to the City Council. 6. PW 2020-45 Wyland National Mayor's Challenge for Water Conservation Mr. Olson said the city has participated the past two years and the Challenge is now more of a public information campaign. Residents can participate via a website, by committing to water conservation efforts. At the end of the Challenge, Yorkville will be compared to other towns nationwide and has ranked highly in the past few years. There are no individual prizes this year. Recognition of individuals was suggested, however, Mr. Olson said individual data is not provided. The committee recommended participation in this Challenge. Page 3 of 3 7. PW 2020-46 Rebuild Illinois Grants Program Applications The City Council has previously approved going forward with infrastructure for the Eldamain extension and east alley infrastructure replacement projects. Staff reviewed these applications and determined they might not make the cut for the Rebuild Illinois program, but staff time and engineer time already expended would warrant moving these projects forward. A Public Hearing will be held on it July 28th for the east alley project. The cost estimate is just under $1 million, making it eligible for an application for a 100% rebuild grant under the Rebuild Illinois program, with no local match needed. Alderman Koch asked if Rowdys would then be allowed a permanent deck off the back of their business. The goal is to allow a deck at some location in the back. Mr. Olson then discussed the Eldamain project. The cost to run utilities to Eldamain is $5 million. The maximum grant award is $2 million and the city would have to fund $3 million to complete this project. There is a point penalty for no local match for this project. As part of the grant application, it requires a City Council vote and statement on how the city will pay for the deficit. He asked the committee their opinion about a verbal commitment now and later in writing and a commitment to fund $3 million, knowing the city could back out at later time. Alderman Funkhouser said he would like to see the city move forward with this and said this area will not develop without utilities. Mr. Olson noted that Eldamain Rd. was looked at last year as a possible location for a data center which recently was awarded to DeKalb. Alderman Tarulis said he would like more information before making a decision. Mr. Koch asked if the city could do recapture and pay off a bond sooner. This matter will move to City Council for discussion and a Public Hearing will also be held on this project. 8. PW 2020-47 Sewer Ordinance Update This update revised the ordinance language, rather than procedural changes, said Mr. Olson. The committee was OK with moving this forward to the full Council. Old Business: None Additional Business: There was no further business and the meeting was adjourned at 6:37pm. Minutes respectfully transcribed by Marlys Young, Minute Taker/remote attendance Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #1 Tracking Number PW 2020-48 Monthly Water Reports April – August 2020 Public Works Committee – September 15, 2020 Positive Approval Monthly water reports as required by IEPA Eric Dhuse Public Works Name Department United City of Yorkville WATER DEPARTMENT REPORT __ April 2020 _ MONTH / YEAR WELLS NO WELL DEPTH (FEET) PUMP DEPTH (FEET) WATER ABOVE PUMP (FEET) THIS MONTH’S PUMPAGE (GALLONS) 4 1386 664 384 13,227,000 7 1527 1125 430 8,254,100 8 1384 840 456 16,443,000 9 1368 861 509 8,361,000 TOTAL TREATED 46,285,100 CURRENT MONTH’S PUMPAGE IS 1,452,600 GALLONS LESS THAN LAST MONTH _ _1,443,900 GALLONS LESS THAN LAST YEAR DAILY AVERAGE PUMPED: _ 1,596,038___GALLONS DAILY MAXIMUM PUMPED: __ 2,511,000__ GALLONS DAILY AVERAGE PER CAPITA USE: ___ 77.72 __ GALLONS WATER TREATMENT: CHLORINE: 1,048 LBS. FED CALCULATED CONCENTRATION: ___2.93__ MG/L FLUORIDE: _ 0 LBS. FED MEASURED CONCENTRATION: _____.93 __ MG/L POLYPHOSPHATE: 1140_ LBS. FED CALCULATED CONCENTRATION: ___0.99___ MG/L WATER QUALITY: BACTERIOLOGICAL SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY: __23 SATISFACTORY _____ UNSATISFACTORY (EXPLAIN) ___________________________________________________________________________________________ FLOURIDE: __ 3 __ SAMPLE(S) TAKEN CONCENTRATION: _ 0.80 MG/L MAINTENANCE: NUMBER OF METERS REPLACED: __0 NUMBER OF LEAKS OR BREAKS REPAIRED: __ ___ MXU’S: __39 BATTERIES REPLACED: _ NEW CUSTOMERS: RESIDENTIAL: __14 COMMERCIAL: ____ _ _ INDUSTRIAL/GOVERNMENTAL: ___ ___ COMMENTS: United City of Yorkville WATER DEPARTMENT REPORT __ May 2020 _ MONTH / YEAR WELLS NO WELL DEPTH (FEET) PUMP DEPTH (FEET) WATER ABOVE PUMP (FEET) THIS MONTH’S PUMPAGE (GALLONS) 4 1386 664 384 18,335,000 7 1527 1125 430 10,546,300 8 1384 840 447 11,828,000 9 1368 861 278 13,038,000 TOTAL TREATED 53,747,300 CURRENT MONTH’S PUMPAGE IS 5,108,000 GALLONS MORE THAN LAST MONTH _ _2,444,000 GALLONS MORE THAN LAST YEAR DAILY AVERAGE PUMPED: _ 1,733,784___GALLONS DAILY MAXIMUM PUMPED: __ 2,368,000__ GALLONS DAILY AVERAGE PER CAPITA USE: ___ 80.30 __ GALLONS WATER TREATMENT: CHLORINE: 1,180 LBS. FED CALCULATED CONCENTRATION: ___2.84__ MG/L FLUORIDE: _ 0 LBS. FED MEASURED CONCENTRATION: _____.70 __ MG/L POLYPHOSPHATE: 1059_ LBS. FED CALCULATED CONCENTRATION: ___0.89___ MG/L WATER QUALITY: BACTERIOLOGICAL SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY: __23 SATISFACTORY _____ UNSATISFACTORY (EXPLAIN) ___________________________________________________________________________________________ FLOURIDE: __ 3 __ SAMPLE(S) TAKEN CONCENTRATION: _ 0.80 MG/L MAINTENANCE: NUMBER OF METERS REPLACED: __1 GOV NUMBER OF LEAKS OR BREAKS REPAIRED: __ ___ MXU’S: __37 BATTERIES REPLACED: _ NEW CUSTOMERS: RESIDENTIAL: __15 COMMERCIAL: ____ _ _ INDUSTRIAL/GOVERNMENTAL: ___ ___ COMMENTS: United City of Yorkville WATER DEPARTMENT REPORT __ June 2020 _ MONTH / YEAR WELLS NO WELL DEPTH (FEET) PUMP DEPTH (FEET) WATER ABOVE PUMP (FEET) THIS MONTH’S PUMPAGE (GALLONS) 4 1386 664 384 24,635,000 7 1527 1125 430 12,739,500 8 1384 840 447 12,190,000 9 1368 861 278 20,024,000 TOTAL TREATED 69,588,500 CURRENT MONTH’S PUMPAGE IS 15,841,200 GALLONS MORE THAN LAST MONTH _ _18,568,500 GALLONS MORE THAN LAST YEAR DAILY AVERAGE PUMPED: _ 2,319,617___GALLONS DAILY MAXIMUM PUMPED: __ 3,148__ GALLONS DAILY AVERAGE PER CAPITA USE: ___ 107.20 __ GALLONS WATER TREATMENT: CHLORINE: 1,698 LBS. FED CALCULATED CONCENTRATION: ___3.17__ MG/L FLUORIDE: _ 0 LBS. FED MEASURED CONCENTRATION: _____.72 __ MG/L POLYPHOSPHATE: 1579_ LBS. FED CALCULATED CONCENTRATION: ___1.03___ MG/L WATER QUALITY: BACTERIOLOGICAL SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY: __23 SATISFACTORY _____ UNSATISFACTORY (EXPLAIN) ___________________________________________________________________________________________ FLOURIDE: __ 5 __ SAMPLE(S) TAKEN CONCENTRATION: _ 0.80 MG/L MAINTENANCE: NUMBER OF METERS REPLACED: __1 NUMBER OF LEAKS OR BREAKS REPAIRED: __ ___ MXU’S: __46 BATTERIES REPLACED: _ NEW CUSTOMERS: RESIDENTIAL: __7 COMMERCIAL: ____ _ _ INDUSTRIAL/GOVERNMENTAL: ___ ___ COMMENTS: United City of Yorkville WATER DEPARTMENT REPORT __ July 2020 _ MONTH / YEAR WELLS NO WELL DEPTH (FEET) PUMP DEPTH (FEET) WATER ABOVE PUMP (FEET) THIS MONTH’S PUMPAGE (GALLONS) 4 1386 664 384 27,304,000 7 1527 1125 430 12,731,000 8 1384 840 447 14,575,000 9 1368 861 278 16,614,000 TOTAL TREATED 71,224,000 CURRENT MONTH’S PUMPAGE IS 1,635,500 GALLONS MORE THAN LAST MONTH _ _10,437,000 GALLONS MORE THAN LAST YEAR DAILY AVERAGE PUMPED: _ 2,297,548___GALLONS DAILY MAXIMUM PUMPED: __ 3,187__ GALLONS DAILY AVERAGE PER CAPITA USE: ___ 105.78 __ GALLONS WATER TREATMENT: CHLORINE: 1,861 LBS. FED CALCULATED CONCENTRATION: ___3.4__ MG/L FLUORIDE: _ 0 LBS. FED MEASURED CONCENTRATION: _____.82 __ MG/L POLYPHOSPHATE: 1667_ LBS. FED CALCULATED CONCENTRATION: ___1.07___ MG/L WATER QUALITY: BACTERIOLOGICAL SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY: __23 SATISFACTORY _____ UNSATISFACTORY (EXPLAIN) ___________________________________________________________________________________________ FLOURIDE: __ 10 __ SAMPLE(S) TAKEN CONCENTRATION: _ 0.82 MG/L MAINTENANCE: NUMBER OF METERS REPLACED: __ NUMBER OF LEAKS OR BREAKS REPAIRED: __ ___ MXU’S: __12 BATTERIES REPLACED: _ NEW CUSTOMERS: RESIDENTIAL: __16 COMMERCIAL: ____ 1_ _ INDUSTRIAL/GOVERNMENTAL: ___ ___ COMMENTS: United City of Yorkville WATER DEPARTMENT REPORT __ August 2020 _ MONTH / YEAR WELLS NO WELL DEPTH (FEET) PUMP DEPTH (FEET) WATER ABOVE PUMP (FEET) THIS MONTH’S PUMPAGE (GALLONS) 4 1386 664 384 30,305,000 7 1527 1125 430 13,084,800 8 1384 840 447 23,254,000 9 1368 861 278 11,916,000 TOTAL TREATED 78,559,800 CURRENT MONTH’S PUMPAGE IS 7,335,800 GALLONS MORE THAN LAST MONTH _ _16,130,700 GALLONS MORE THAN LAST YEAR DAILY AVERAGE PUMPED: _ 2,534,187___GALLONS DAILY MAXIMUM PUMPED: __ 3,318__ GALLONS DAILY AVERAGE PER CAPITA USE: ___ 116.63 __ GALLONS WATER TREATMENT: CHLORINE: 2,048 LBS. FED CALCULATED CONCENTRATION: ___3.4__ MG/L FLUORIDE: _ 0 LBS. FED MEASURED CONCENTRATION: _____.75 __ MG/L POLYPHOSPHATE: 1779_ LBS. FED CALCULATED CONCENTRATION: ___1.03___ MG/L WATER QUALITY: BACTERIOLOGICAL SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY: __23 SATISFACTORY _____ UNSATISFACTORY (EXPLAIN) ___________________________________________________________________________________________ FLOURIDE: __ 16 __ SAMPLE(S) TAKEN CONCENTRATION: _ 0.75 MG/L MAINTENANCE: NUMBER OF METERS REPLACED: __5 NUMBER OF LEAKS OR BREAKS REPAIRED: __ ___ MXU’S: __22 BATTERIES REPLACED: _ NEW CUSTOMERS: RESIDENTIAL: __21 COMMERCIAL: ____ 1_ _ INDUSTRIAL/GOVERNMENTAL: ___ ___ COMMENTS: The usage for this month is historically high, the long dry spell we had and extra flushing for the Kendall Market Place Residential construction that occurred as well was a contributor. Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #2 Tracking Number PW 2020-49 Cedarhurst of Yorkville Bond Release Public Works Committee – September 15, 2020 Majority Consideration of Approval Recommendation to release remaining performance security Brad Sanderson Engineering Name Department The developer has completed the remaining punchlist items from the one-year warranty period and we are now recommending a full release of their remaining performance security. The value of the remaining security is $3,778.00. The public improvements were accepted on July 23, 2019. Please let us know if you have any questions. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Lisa Pickering, City Clerk Date: August 14, 2020 Subject: Cedarhurst of Yorkville Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #3 Tracking Number PW 2020-50 2020 Striping Program Public Works Committee – September 15, 2020 Majority Consideration of Contract Award Recommendation of Award Brad Sanderson Engineering Name Department Bids will be received on September 11th at 10:00 am. Bid results will be provided at the Committee meeting. If you have any questions or require additional information, please let us know. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Rob Fredrickson, Finance Director Lisa Pickering, City Clerk Date: September 8, 2020 Subject: 2020 Striping Program Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #4 Tracking Number PW 2020-51 2020 Road to Better Roads Program Public Works Committee – September 15, 2020 Majority Recommendation to Approve Request for Change in Plans and Final Payment Estimate Brad Sanderson Engineering Name Department Approval of Request for Change in Plans and Final Payment Estimate The 2020 Roads to Better Roads Program was awarded to Geneva Construction Co. P.O. Box 998 Aurora, Illinois 60507 at total awarded value of $737,441.07. The project is now complete and accepted. The project came in $82,137.89 under budget for a Final Construction Cost of $655,303.19. Due to the use of Motor Fuel Tax Funds, the Request for Change in Plans and Engineer’s Final Payment Estimate need to be approved by IDOT before final payment can be made. We recommend City Approval of the Request for Change in Plans and Engineer’s Final Payment Estimate. If you have any questions or require additional information, please let us know. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Rob Fredrickson, Finance Director Lisa Pickering, City Clerk Date: September 15, 2020 Subject: 2020 Roads to Better Roads Program o+9:1 Illinois Department Request for Approval of Change of Plans o ' of Transportation Local Public Agency County Route Section Number United City of Yorkville Kendall N/A 20-00000-00-GM Request Number Contractor 1 Final Geneva Construction Co. Address City State Zip Code P.O. Box 998 Aurora IL 60507 Date 06/26/20 I recommend that this Deduction be made from the above contract. The estimated quantities are shown below and the contractor agrees to furnish the materials and do the work at the unit prices. Unit of Addition (A) Item Description Measure Quantity Unit Price or Deduction Total Addition Total Deduction D) SUPPLEMENTAL WATERING UNIT 10 0.010 D 0.00 0.10 BITUMINOUS MATERIALS LB 12037.0 0.010 D 0.00 120.37TACKCOAT) HOT MIX ASPHALT SURFACE SQ YD 4.2 10.000 D 0.00 42.00REMOVAL - BUTT JOINT HOT MIX ASPHALT BINDER TON 203.4 69.500 D 0.00 $14,136.30COURSE, IL- 9.5, N50 HOT MIX ASPHALT SURFACE TON 22.2 69.500 D 0.00 $1,542.90COURSE, MIX "D", N50 PORTLAND CEMENT SQ FT 189.4 6.500 A 1,231.10 0.00CONCRETESIDEWALK5INCH DETECTABLE WARNINGS SQ FT 2.0 25.000 D 0.00 50.00 SIDEWALK REMOVAL SQ FT 49.4 1.150 A 56.81 0.00 HOT MIX ASPHALT SURFACE SQ YD 349.4 2.250 A 786.15 0.00REMOVAL, 3" CLASS D PATCHES, TYPE I, 3 SQ YD 200.5 29.000 D 0.00 $5,814.50INCH CLASS D PATCHES, TYPE II, 3 SQ YD 202.6 29.000 D 0.00 $5,875.40INCH CLASS D PATCHES, TYPE III, 3 SQ YD 719.2 24.000 D 0.00 $17,260.80INCH CLASS D PATCHES, TYPE IV, 3 SQ YD 1750.4 21.000 D 0.00 $36,758.40INCH MANHOLES TO BE ADJUSTED EA 1 510.000 D 0.00 510.00 INLETS TO BE ADJUSTED EA 2 280.000 A 560.00 0.00 THERMOPLASTIC PAVEMENT MARKING - LETTERS AND SQ FT 117 4.000 D 0.00 468.00 SYMBOLS THERMOPLASTIC PAVEMENT FOOT 2625.5 0.400 A 1,050.20 0.00MARKING - LINE 4" THERMOPLASTIC PAVEMENT FOOT 730 2.120 A 1,547.60 0.00MARKING - LINE 6" Printed 09/09/20 Page 1 of 2 BLR 13210(Rev.02/06/20) Unit of Addition(A) Item Description Measure Quantity Unit Price or Deduction Total Addition Total Deduction D) THERMOPLASTIC PAVEMENT FOOT 10 8.000 D 0.00 80.00MARKING - LINE 24" SODDING, SPECIAL SQ YD 58 15.250 A 884.50 0.00 HOT-MIX ASPHALT SURFACE REMOVAL, VARIABLE DEPTH SQ YD 115.5 2.250 D 0.00 259.88 SANITARY MANHOLES TO BE EA 0 1,215.000 0.00 0.00ADJUSTED ROUTING AND SEALING FOOT 515 0.400 D 0.00 206.00CRACKS WHEEL STOP REMOVAL AND EA 0 35.000 0.00 0.00RESET HOT-MIX ASPHALT DRIVEWAY REMOVAL AND REPLACEMENT SQ YD 5 98.000 D 0.00 490.00 COMBINATION CONCRETE CURB AND GUTTER REMOVAL FOOT 153.1 32.500 D 0.00 $4,975.75 AND REPLACEMENT RAILROAD PROTECTIVE LSUM 0 3,500.000 0.00 0.00LIABILITYINSURANCE TIME AND MATERIALS NO. 1 LSUM 336.15 1.000 A 336.15 0.00 Total Changes $6,452.51 $88,590.40 Add Row Total Net Change 82,137.89) Amount of Original Contract 737,441.07 Amount of Previous Change Orders 0.00 Amount of adjusted/final contract 655,303.18 Total net deduction to date 82,137.89) which is -11.14% of the contract price. State fully the nature and reason for the change When the net increase or decrease in the cost of the contract is$10,000.00 or more, or the time of completion is increased or decreased by 30 days or more, one of the following statements must be checked: The Local Public Agency has determined that the circumstances which necessitate this change were not reasonably foreseeable at the time the contract was signed. O The Local Public Agency has determined that the change is germane to the original contract is signed. The Local Public Agency has determined that this change is in the best interest of the Local Public Agency and is authorized by law. Prepared By Title of Preparer Nadia L Schweisthal Senior Project Engineer Submitted/Approved Local Public Agency Date BY: Title: Mayor For a Road District project County Engineer signature required. County Engineer/Superintendent of Highways Date Printed 09/09/20 Page 2 of 2 BLR 13210(Rev.02/06/20) Instructions for BLR 13210 Form Instructions are not to be submitted with the form. This form shall be used for any contract, day labor construction, or contract maintenance projects to document any differences between plan quantities and completed quantities. Refer to Chapter 13 of the Bureau of Local Roads and Streets Manual for more information. For signature requirements, refer to Chapter 2, Section 3.05(b)of the BLRS Manual. When filling out this form electronically, once a field is initially completed, fields requiring the same information will be auto-populated. An agreed unit price letter must be submitted as an attachment to this form for any new pay items. For any force account work a copy of the billing(s)must also be attached to this form when submitted. Local Public Agency Insert the name of the Local Public Agency(LPA). County Insert the name of the County where the LPA is located. Route Insert the name of the route on which the project is located. Section Number Insert the section number for this project without dashes,they are automatically inserted. Request No. Insert the number applicable to the number of times this form has been submitted for this section. Final Check the box if this is the final request for approval of change in plans for this contract. Contractor Name Insert the name of the contractor. Contractor Address Insert the address of the contractor. Date Insert the date of the request. Addition, Extension, Deduction Insert addition, extension,deduction as it applies to the total of the request for change in plans being submitted. Item Description Insert the description of the item for the change request submittal. Unit of Measure Insert the unit of measure for the item listed to the left. Quantity Insert the quantity of the change for the item listed to the left. Unit Price Insert the unit price for the item listed to the left. Addition or Deduction Insert"A"if the item listed to the left if an increase to the original contract, insert"D" if the item listed to the left is a decrease to the original contract. Total Addition This is the sum of all additions listed. Total Deduction This is the sum of all deductions listed. Total Changes This is the difference between the sum of all additions listed and the sum of all deductions listed. Total Net Change This is automatically calculated. It is the difference between the total additions and total deductions. Amount of Original Contract Insert the amount of the original contract. Amount of Previous Change Orders Insert the total amount of previous change orders if applicable. Amount of adjusted/final contract This is the amount of the original contract with all additions and deductions taken into account. addition,deduction Insert the addition if the amount of adjusted/final contract if more than the awarded contract. If the adjusted/final contract is less than the original award insert deduction. The amount of the total changes to date to this contract, and the percentages of the changes to the original contract calculated from the original contract price and the total changes. Statement Insert a statement regarding the change(s)to the contract, stating the fully the nature and reason for the change. Net Increase/Decrease When the net increase or decrease in the cost of the contract is$10,000 or more, or the time of completion is increased or decreased by 30 days or more, check one or more of the statements following. Prepared by Insert the name of the preparer. Title of the Preparer Insert the title of the preparer. Local Public Agency The LPA shall sign and date here. Title Insert the title of the person signing above. County Engineer For County and Road District Projects and County Engineer shall sign and date here. Regional Engineer Upon approval the IDOT Regional Engineer shall sign and date here. A minimum of three(3)signed originals must be submitted to the District Office. Follow the Regional Engineer's approval, distribution will be as follows: District File Local Public Agency Engineer Printed 09/09/20 BLR 13210(Rev.02/06/20) UNITED CITY OF YORKVILLE 2020 MFT (ROADS TO BETTER ROADS PROGRAM) SECTION 20‐00000‐00‐GM BLR 13210 SUPPLEMENT EXPLANATION OF PAY ITEM CHANGES IN EXCESS OF $10,000 PAGE 1 HOT‐MIX ASPHALT BINDER COURSE, IL‐9.5., N50 203.4 TON DEDUCTION AT $69.50/TON = $14,136.3 This item was decreased due to binder course thickness being an average of 1.44”. This change reflects actual delivered tonnages. CLASS D PATCHES, TYPE III, 3‐INCH 719.2 SQ YD DEDUCTION AT $24.00/SQ YD = $17,260.80 The patching required was less than originally planned. CLASS D PATCHES, TYPE IV, 3‐INCH 1750.4 SQ YD DEDUCTION AT $21.00/SQ YD = $36,758.40 The patching required was less than originally planned. COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT 381.20 FEET ADDITION AT $35.00/FOOT = $13,342.00 Additional work was required on some streets to correct drainage issues TIME AND MATERIALS NO. 1 (ATTACHED) – RECONSTRUCTION OF INLET ON MCHUGH ROAD $336.15 Inlet structure required reconstruction. Route County Local Agency Section Various Local Roads Kendall United City of Yorkville 20 – 00000 – 00 - GM Engineer’s Final Payment Estimate Estimate No. 4 and Final Date of Completion 7/10/2020 Payable To: Name GENEVA CONSTRUCTION CO. Address P.O. BOX 998 , AURORA, IL 60507 Items Awarded* Added Deducted Completed Quantity Values Quantity Quantity Quantity Unit Price Values Totals from previous page SUPPLEMENTAL WATERING 10.00 0.10 0.00 10.00 0.01 BITUMINOUS MATERIALS (TACK 26,787.00 267.87 0.00 12,037.00 14,750.00 0.01 147.50 HMA SURFACE REMOVAL - BUTT 132.00 1,320.00 0.00 4.20 127.80 10.00 1,278.00 HMA BINDER COURSE, IL- 9.5, 3,425.00 238,037.50 0.00 203.40 3,221.60 69.50 223,901.20 HMA SURFACE COURSE, MIX "D", 3,425.00 238,037.50 0.00 22.20 3,402.80 69.50 236,494.60 PCC SIDEWALK 5 INCH 2,270.00 14,755.00 189.40 0.00 2,459.40 6.50 15,986.10 DETECTABLE WARNINGS 220.00 5,500.00 0.00 2.00 218.00 25.00 5,450.00 SIDEWALK REMOVAL 2,830.00 3,254.50 49.40 0.00 2,879.40 1.15 3,311.31 HMA SURFACE REMOVAL, 3" 4,998.00 11,245.50 349.40 0.00 5,347.40 2.25 12,031.65 CLASS D PATCHES, TYPE I, 3 216.00 6,264.00 0.00 200.50 15.50 29.00 449.50 CLASS D PATCHES, TYPE II, 3 221.00 6,409.00 0.00 202.60 18.40 29.00 533.60 CLASS D PATCHES, TYPE III, 3 743.00 17,832.00 0.00 719.20 23.80 24.00 571.20 CLASS D PATCHES, TYPE IV, 3 1,851.00 38,871.00 0.00 1,750.40 100.60 21.00 2,112.60 MANHOLES TO BE ADJUSTED 1.00 510.00 0.00 1.00 510.00 INLETS TO BE ADJUSTED 15.00 4,200.00 2.00 0.00 17.00 280.00 4,760.00 THPL PVMNT MARK - LET & SYM 320.00 1,280.00 0.00 117.00 203.00 4.00 812.00 THPL PVMNT MARK - LINE 4" 6,520.00 2,608.00 2,625.50 0.00 9,145.50 0.40 3,658.20 THPL PVMNT MARK - LINE 6" 1,040.00 2,204.80 730.00 0.00 1,770.00 2.12 3,752.40 THPL PVMNT MARK - LINE 24" 40.00 320.00 0.00 10.00 30.00 8.00 240.00 SODDING, SPECIAL 526.00 8,021.50 58.00 0.00 584.00 15.25 8,906.00 HMA SURFACE REMOVAL, 34,682.00 78,034.50 0.00 115.50 34,566.50 2.25 77,774.63 SANITARY MANHOLES TO BE 1.00 1,215.00 0.00 0.00 1.00 1,215.00 1,215.00 ROUTING AND SEALING CRACKS 24,612.00 9,844.80 0.00 515.00 24,097.00 0.40 9,638.80 WHEEL STOP REMOVAL AND 12.00 420.00 0.00 0.00 12.00 35.00 420.00 HMA DRIVEWAY REMOVAL AND 7.00 686.00 0.00 5.00 2.00 98.00 196.00 CC&G REM & REPLACE 1,317.00 42,802.50 0.00 153.10 1,163.90 32.50 37,826.75 RAILROAD PROTECTIVE 1.00 3,500.00 0.00 0.00 1.00 3,500.00 3,500.00 Total Awarded Values $737,441.07 Total Completed Values $654,967.04 Page of BLR 13231 (Rev. 1/06) Printed on 9/3/2020 8:00:52 AM Section Number: 20 - 00000 - 00 - GM Total Brought Forward $654,967.04 Miscellaneous Extras and Credits Values TIME AND MATERIALS NO. 1 336.15 Total Miscellaneous Extras and Credits $ 336.15 Total Value of Completed Work $655,303.19 Miscellaneous Debits Values Total Miscellaneous Debits Net Cost of Section $655,303.19 Previous Payments $622,538.03 Net Amount Due $32,765.15 Signed: Resident Engineer/Consultant Date Signed: Local Agency Date Approved: Regional Engineer Date Page of BLR 13231 (Rev. 1/06) Printed on 9/3/2020 8:00:52 AM Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #5 Tracking Number PW 2020-52 Potential 2021 ITEP Project Applications Public Works Committee, September 15, 2020 N/A N/A Discussion Only Erin Willrett Administration Name Department Discussion on the potential 2021 ITEP Project Applications Overview The Illinois Transportation Enhancement Program (ITEP) is a competitive grant reimbursement program. It is a federally funded program that requires local matching funds from an eligible project sponsor. The program focuses on providing alternate modes of transportation where the scope of transportation projects goes beyond the traditional accommodations for cars, trucks and transit. Typical projects include bicycle/pedestrian trails and streetscape projects. IDOT’s next ITEP application period began on August 21, 2020 and ends on November 2, 2020. The announcement of selected projects should occur in Spring 2021. Funding Applicants may apply for up to $2,000,000 maximum per project in federal ITEP funds. Approximately $105,600,000.00 will be awarded this cycle. Federal funds will provide reimbursement up to 50 percent for right-of-way and easement acquisition costs, and up to 80 percent for preliminary engineering, utility relocations, construction engineering, and construction costs. The required 20 percent or 50 percent local match is the responsibility of the project sponsor. Utilizing federal funds for right-of-way and easement acquisition costs and preliminary engineering costs will lengthen the time required for the project significantly as these activities require federal authorization before proceeding. Project Evaluation and Review Criteria All ITEP projects must be selected through a competitive process. In order to comply with federal guidelines, IDOT has developed a numerically-based scoring process. The review criteria for ITEP projects are listed as:  Eligibility  Strength of transportation relationship  Project meets category intent  Public benefits and accessibility  Project support / local commitment  Connectivity to existing facilities / Linkage  Prior sponsor investment  Project sponsor capacity, readiness and past performance Memorandum To: Public Works Committee From: Erin Willrett, Assistant City Administrator CC: Bart Olson, City Administrator Date: September 15, 2020 Subject: Potential 2021 ITEP Project Applications  Project readiness  Status of Phase I Engineering, extra points will be given for completion  Status of Land Acquisition, extra points will be given for the completion  Application completeness/Information provided  Inclusion in a local, state or regional plan  Cost effectiveness  Planning and coordination Potential Projects Staff has identified four potential projects which we have investigated further. The projects are as follows:  Fox Road Sidewalk/Multi Use Path  Vegetation Management - Route 34 Corridor  East Hydraulic Street Project – Creation of a one-way street  River Walk Project – Extend the river trail west underneath the IL Route 47 bridge. Further detail about each project is provided on the following pages. Recommendation Staff would like to request feedback from the committee as well as the City Council on the 4 potential projects. Staff would then proceed with the applications and move forward with the resolution of support and joint work with the County for the Fox Road application prior to the November 2, 2020 deadline. Fox Road Multi-Use Path Project Perimeters (Logical Termini): Rivers Edge Subdivision to Hoover Forest Preserve Entrance Existing Supportive Plans that references project: Kane/Kendall Council of Mayors 2017 Bicycle Planning Map Yorkville Trail Map (no date listed) Yorkville Integrated Transportation Plan (2009) Yorkville Comprehensive Plan (2016) Easement or Land Acquisition Required: Easement would need to be acquired along the length of the project. Brief Description: This path would provide a safe route for cyclists and pedestrians to travel to and from the downtown area to City and County subdivisions without walking/biking on Fox Road that would eventually lead to Hoover Forest Preserve. This would also give pedestrians and cyclists a safe alternative to an on-street option. This would be the first leg of a very important regional trail. Hoover Forest Preserve is a regional destination. It is the home course for the Yorkville Foxes boys and girls cross country teams, a county wide outdoor education center and meeting center. In addition, the preserve has 400+ acres to explore along the Fox River. Benefits: Over 911 homes would be directly connected to this trail, through neighborhood streets. This trail would allow residents of the River’s Edge subdivision, White Oak, and Fox Glen, which contain over 330 homes, new access to the regional trail network. In the opposite direction, this trail would provide direct trail access to Hoover Forest Preserve’s trail system for the majority of the City. Concern: ROW and land acquisition is a timely and costly process. Summary: Staff has been in discussion with the County Engineer, Fran Klaas on this project and a future jurisdictional transfer for some time now. The County is in favor of partnering on this project and sharing the 20% split. Since multi-jurisdictional projects should score higher than single-jurisdiction projects, staff is working to create an IGA with Kendall County along with a Resolution of Support to engage on this project. Vegetation Management – Route 34 Corridor Project Perimeters (Logical Termini): City Limits from west – east along Route 34. Existing Supportive Plans that references project: Yorkville Integrated Transportation Plan (2009) Yorkville Comprehensive Plan (2016) Easement or Land Acquisition Required: None. Brief Description: The proposed project is part of a new category that has been added to the program’s project categories – Vegetation Management in Rights-of-Ways. The project would consist of a planting of low grow/no mow seed on the islands and plantings of a prairie seed mixture on the area between the trails and right- of-way property line. Benefits: This would allow for a self-sustaining area where mowing would not be required on the newly acquired area. It would also provide a natural environment where prairie has typically thrived. Concern: This would require an educational component for the general public. Why we are not mowing the islands may have some concern for motorists. However, we can control the plantings of what species we choose for the center islands. We can also educate the benefits of prairie along the edges of the trails. East Hydraulic Street Project – Creation of a One-Way Street Project Perimeters (Logical Termini): Beginning at the corner of IL Route 47 east approximately 1,600 feet to the edge of Rivers Edge Park. Existing Supportive Plans that references project: Yorkville Comprehensive Plan (2016) Downtown Overlay District Plan (2019) Streetscape Master Plan (2019) Easement or Land Acquisition Required: None Brief Description: Streetscape in the downtown beautifies and improves the visual character of the corridor and downtown, simplifies maintenance and contributes to an overall sense of place for Yorkville. Creating a one-way street will aid in traffic flow and will allow ease of use of the River front area when events take place. Benefits: Streetscape design along this highly traveled arterial roadway can create a safe built environment for pedestrians and spur economic activity for the nearby business community as a result of the improvements. Concern: This has a limited regional benefit. The other concern is what railroad treatment would be necessary because ITEP would require a Federal process. Riverwalk Project – Extension of Existing Riverfront Tail to the West Project Perimeters (Logical Termini): Beginning at the existing path which is approximately 400’ east of the IL Route 47 bridge west approximately 1,000 feet to the Parks and Recreation Building. Existing Supportive Plans that references project: Yorkville Comprehensive Plan (2016) Downtown Overlay District Plan (2019) Streetscape Master Plan (2019) Easement or Land Acquisition Required: Easement would need to be acquired along the length of the project. Brief Description: This project would extend the existing river front trail to the west underneath the IL Route 47 bridge. Benefits: Trail access, especially riverfront trail access would be widely used in this area. This would also provide connectivity east and west of IL Route 47. IL Route 47 is an impediment to bicycle and pedestrian traffic. The railroad crossing near the bridge and the street does create an additional barrier to the flow of non-vehicle traffic. Concern: This has a limited regional benefit by not connecting to a larger regional trail network. Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #6 Tracking Number PW 2020-53 Proposed RTBR and Rebuild Illinois Plan Public Works Committee – September 15, 2020 Majority Approval of Plan Consideration of Plan Brad Sanderson Engineering Name Department Background Over the past several years, the City has selected streets for its upcoming RTBR program in September. The timing allows us to move forward with the design in the fall and to receive IDOT approvals in early winter. We are then able to take advantage of bidding in February/March, which has historically been a prime bidding environment. The proposed 2021 RTBR program will be presented below under the discussion section. In addition, this year the City is receiving $1.25 M spread over six payments of Illinois Rebuild Funds. Two payments have been received to date and the last four will be received by 2022. The funds are a result of the State of Illinois Capital Bill that was approved. These funds are to be identified for projects by May of 2021 and 100% expended by July 1, 2025. Furthermore, these funds are to be generally used for transportation related work and are to be “bondable”. Bondable meaning that a 13- year life needs to be proven during the design stage. Discussion - RTBR The City updated its five-year Pavement Management Plan in the Fall of 2018. The approved plan is attached (Attachment #1) for your reference. The programs in 2019 and 2020 have followed the approved plan and are noted in the attached updated Paving History Map (Attachment #2). The proposed 2021 RTBR plan is attached for your consideration (Attachment #3). Please note several streets were added as they have prematurely experienced failure and are in the need of immediate attention. All of the added streets were paved in 2007 when there was a period of poor materials that were used (experienced in other communities also). It is also planned to fund the resurfacing of Elizabeth Street with Water funds as we are replacing the water main within the limits of the street. Discussion - Rebuild Illinois Funds We are recommending utilizing the funds to supplement to the RTBR program. As noted in the pavement management studies, the City should be spending greater than $2.0M per year to maintain its streets. The 13-year design life requirement will result in a thicker (4-5”) mill and overlay project than the standard RTBR project (3”). Therefore, we were selective on the streets that we are recommending. Staff is recommending that these funds be used in the Fox Hill Development as shown in Attachment #4 for the following reasons: Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI Eric Dhuse, Director of Public Works CC: Lisa Pickering, City Clerk Rob Fredrickson, Finance Director Date: September 9, 2020 Subject: Roads to Better Roads / Rebuild Illinois Program  The original pavement was constructed in the early 1990’s and many of the streets were planned to be resurfaced in the five-year RTBR program.  The original pavement structure was less than what is currently required. Only 3” of pavement was placed on all of the streets as that was the approved cross section at the time. Current standards call for 4” on local streets and 6” on collector streets. Diehl, Sycamore and John Streets would all be considered collector streets. By adding pavement thickness, it will extend the useful life.  By grouping the improvements all in one area, the City will benefit by seeing lower unit prices. Discussion – RTBR Program (2022 and 2023) We have updated the proposed 2022 and 2023 programs (Attachment #5) to account for the removal of the Fox Hill streets that are proposed to be funded out of the Illinois Rebuild money. These programs will be reviewed in subsequent fall timeframes for approval by the City Council. Action Requested: 1. General concurrence from City Council on the proposed 2021 RTBR program. 2. General concurrence from City Council on the proposed Rebuild Illinois Program. 3. General concurrence from the City Council on the proposed long-term RTBR program (2022 and 2023). Note that this will be re-reviewed in the fall of 2021. Engineering Enterprises, Inc. Memo To: Bart Olson – City Administrator From: Brad Sanderson, P.E. Date: October 10, 2018 Re: Pavement Management Study Update 2018 EEI Job #: YO1815 Background In April of 2018, the United City of Yorkville contracted with Infrastructure Management Services (IMS) to perform pavement evaluations on all City owned and maintained streets. The purpose of this evaluation was to update the City’s existing Pavement Management System, determine the overall condition of the City’s streets and to finalize a new five (5)-year plan for the City’s annual street rehabilitation program. The inspection performed by IMS included the following:  Automated inspection of the entire roadway surface using a laser profile machine  Electronic analysis and measurement of roadway characteristics  Falling Weight deflectometer testing to assess the underlying soils and base of each roadway  Complete GIS integration to City’s existing shapefiles The laser profile machine is used to determine the surface rank and the falling weight deflectometer is used to determine the dynamic and deflection rank for each roadway. These three scores combine to form an overall pavement rank between 10-100. The results of these inspections are entered into the PavePro Manager Software, which yields a database of all City maintained streets. The ranking of each roadway within the system enables the City to develop a strategy for roadway maintenance activities based on prioritization by need and cost. This data is then analyzed in the PavePro Manager software as well as engineering judgement to determine an updated five (5)-year rehabilitation plan. Mr. Bart Olson October 10, 2018 Page 2 G:\Public\Yorkville\2018\YO1815-C Pavement Management Update\Docs\October 2018 PW\EEI Memo.doc Summary of Results A summary of the paving work that has occurred in the City since the last report is summarized below: Funding Source Number of Miles Subdivision Completion (Developer) 24.2 RTBR 12.0 Federal Grants 2.8 Bonds (Countryside) 3.4 Other Funding (Comed, Kendall Co.) 4.0 Total: 46.4 A comparison of the City’s roadway condition rankings from the original study to 2018 is summarized below: 2012 2018 Number of Miles 107 113.5 Unaccepted Miles 25 7.5 Overall Rank 82 87 The completion of over 24 miles of subdivision paving has caused the City’s overall rank to be inflated. For a summary of the conditions per category, please see the attached bar graphs. Currently the City is budgeting approximately $700,000 of funds per year to spend on street rehabilitation. Spending that amount over the next five (5) years will decrease the City’s overall pavement rank from 87 to 82. An overall pavement rank of 82 is a reasonable target. It should be noted that if you maintain that same funding level for 10 years the overall pavement rank goes from 87 to 76. The reason for this is that the City currently has over 26 miles of roadways that currently ranked in the fair or worse category and they are projected to require maintenance within the next 10 years. For the City to maintain an overall rank of 80 the average expenditure for the next 10 years would have to be approximately $1.5 million per year. Attached to this memo is the proposed five (5)-year plan for the City. The proposed plan does not include the following roadways:  Mill Road (This project is planned to be addressed with developer funds.)  Baseline Road (This roadway is one of the lower ranked streets with the City. This road will have to be addressed at some point soon.)  Corneils Road (This roadway may be addressed via an agreement with Comed.) Currently, we are asking for general concurrence on the proposed plan. As with past years, we plan to present a new plan every fall for concurrence prior to proceeding with the preparation of a bid package. If the plan is acceptable, we will bring forth a Professional Services Agreement for the FY20 work to the November series of meetings. As with recent programs, we are recommending that design work begin in the fall so that bidding can take place in February/March, which has historically been a prime bidding environment. PROPOSED 5 YEAR RTBR PROGRAM United City of Yorkville October 2018 STREET FROM TO STRATEGY LENGTH DEFLECTION CONDITION DYNAMIC CONDITION SURFACE CONDITION CURRENT RANK COST E. PARK STREET MCHUGH ROAD LIBERTY STREET VARIABLE DEPTH MILL, OVERLAY 3"1,484 100 63 43 67 $108,800 ELM STREET FREEMONT STREET MCHUGH ROAD VARIABLE DEPTH MILL, OVERLAY 3"1,126 100 58 44 65 $76,200 JACKSON STREET FREEMONT STREET MARTIN AVENUE GRIND 3", OVERLAY 3"1,129 100 54 40 62 $78,100 KENNEDY ROAD IL ROUTE 47 660' EAST OF PRAIRIE MEADOWS GRIND 2", OVERLAY 2"4,086 97 98 49 81 $345,700 MCHUGH ROAD CITY LIMIT MARTIN AVENUE VARIABLE DEPTH MILL, OVERLAY 3"187 100 100 69 91 $15,800 MCHUGH ROAD CITY LIMIT FARMSTEAD DRIVE VARIABLE DEPTH MILL, OVERLAY 3"649 100 90 60 84 $51,400 SANDERS COURT E MAIN STREET NORTH END GRIND 2", OVERLAY 2"626 100 41 57 63 $40,100 N/A N/A N/A N/A N/A $25,000 $741,100 ALTERNATIVE STREETS BASELINE ROAD CITY LIMIT CITY LIMIT GRIND 4", OVERLAY 4"5,750 100 63 40 61 $470,600 BASELINE ROAD IL ROUTE 47 CITY LIMIT GRIND 3", OVERLAY 3"1,484 100 90 45 78 $99,200 CORNEILS ROAD ELDAMAIN ROAD CITY LIMITS GRIND 1", OVERLAY 3"3,300 100 69 64 77 $185,200 $755,000 2019 (FY20) STREET REHABILITATION LIST TOTAL: MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING TOTAL: PROPOSED 5 YEAR RTBR PROGRAM United City of Yorkville October 2018 STREET FROM TO STRATEGY LENGTH DEFLECTION CONDITION DYNAMIC CONDITION SURFACE CONDITION CURRENT RANK COST MCHUGH ROAD KENNEDY ROAD E. COUNTRYSIDE PARKWAY GRIND 2", OVERLAY 2"3,014 100 94 67 88 $223,000 RIVER BIRCH DRIVE EAST END WEST END GRIND 2.5", OVERLAY 2.5"1,702 100 84 62 82 $107,800 RIVER BIRCH LANE WHITE OAK WAY RIVER BIRCH DRIVE GRIND 2.5", OVERLAY 2.5"407 100 84 60 82 $25,800 SPRUCE COURT WHITE OAK WAY SOUTH END GRIND 2.5", OVERLAY 2.5"653 100 64 61 74 $41,400 WHITE OAK WAY CHESTNUT LANE SOUTH END GRIND 2.5", OVERLAY 2.5"4,320 100 80 61 80 $273,700 WING ROAD IL ROUTE 71 IL ROUTE 126 GRIND 4", OVERLAY 4"1,129 100 92 57 84 $38,600 N/A N/A N/A N/A N/A $25,000 $735,300 2020 (FY21) STREET REHABILITATION LIST TOTAL: MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING PROPOSED 5 YEAR RTBR PROGRAM United City of Yorkville October 2018 STREET FROM TO STRATEGY LENGTH DEFLECTION CONDITION DYNAMIC CONDITION SURFACE CONDITION CURRENT RANK COST BEAVER STREET IL ROUTE 47 DEER STREET GRIND 2.5", OVERLAY 2.5"1,463 100 94 55 83 $103,800 COLONIAL PARKWAY IL ROUTE 47 IL ROUTE 126 GRIND 2.5", OVERLAY 2.5"1,540 100 65 60 74 $118,800 ELIZABETH STREET S. MAIN STREET WEST END OVERLAY 2.5"1,250 100 68 56 74 $63,900 FIR COURT NORWAY CIRCLE NORTH END GRIND 2", OVERLAY 2"374 100 80 59 80 $22,800 GREEN BRIAR ROAD WALSH DRIVE IL ROUTE 47 GRIND 2.5", OVERLAY 2.5"2,084 85 83 62 78 $212,200 NORWAY CIRCLE WHITE OAK WAY WHITE OAK WAY GRIND 2", OVERLAY 2"2,064 100 81 69 84 $124,700 NORWAY COURT NORWAY CIRCLE SOUTH END GRIND 2", OVERLAY 2"312 100 88 61 83 $18,800 STATE STREET W. HYDRAULIC AVENUE W. RIDGE STREET GRIND 2.5", OVERLAY 2.5"886 100 90 48 79 $57,000 W VAN EMMON STREET S. MAIN STREET MORGAN STREET GRIND 2.5", OVERLAY 2.5"932 100 92 54 83 $48,400 N/A N/A N/A N/A N/A $25,000 $795,400 2021 (FY22) STREET REHABILITATION LIST TOTAL: MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING PROPOSED 5 YEAR RTBR PROGRAM United City of Yorkville October 2018 STREET FROM TO STRATEGY LENGTH DEFLECTION CONDITION DYNAMIC CONDITION SURFACE CONDITION CURRENT RANK COST CANNONBALL TRAIL US ROUTE 34 JOHN STREET VARIABLE DEPTH MILL, OVERLAY 3"643 100 88 52 80 $59,900 COTTONWOOD COURT COTTONWOOD TRAIL WEST END GRIND 2.5", OVERLAY 2.5"239 100 67 77 82 $15,800 COTTONWOOD TRAIL JOHN STREET JOHN STREET GRIND 2.5", OVERLAY 2.5"2,261 100 80 64 82 $149,100 CYPRESS LANE DIEHL FARM ROAD WEST END GRIND 2.5", OVERLAY 2.5"407 100 78 72 84 $26,800 DIEHL FARM ROAD JOHN STREET US ROUTE 34 GRIND 2.5", OVERLAY 2.5"918 100 84 61 82 $51,500 KING STREET W. RIVER STREET W. SOMONAUK STREET VARIABLE DEPTH MILL, OVERLAY 3"1,315 100 84 56 80 $97,600 SEQUOIA CIRCLE EAST END SYCAMORE ROAD GRIND 2.5", OVERLAY 2.5"292 100 73 71 82 $19,200 STONERIDGE CIRCLE COTTONWOOD TRAIL EAST END GRIND 2.5", OVERLAY 2.5"197 100 76 66 81 $13,000 STONERIDGE COURT COTTONWOOD TRAIL SOUTH END GRIND 2.5", OVERLAY 2.5"348 100 88 68 86 $22,900 SYCAMORE ROAD US ROUTE 34 JOHN STREET GRIND 2.5", OVERLAY 2.5"788 100 78 41 71 $45,600 SYCAMORE ROAD JOHN STREET SOUTH END GRIND 2.5", OVERLAY 2.5"883 100 74 62 76 $63,000 W. MAIN STREET IL ROUTE 47 WEST END GRIND 2.5", OVERLAY 2.5"1,092 100 86 66 85 $74,700 N/A N/A N/A N/A N/A $25,000 $664,100 2022 (FY23) STREET REHABILITATION LIST TOTAL: MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING PROPOSED 5 YEAR RTBR PROGRAM United City of Yorkville October 2018 STREET FROM TO STRATEGY LENGTH DEFLECTION CONDITION DYNAMIC CONDITION SURFACE CONDITION CURRENT RANK COST ADAMS STREET W. RIDGE STREET W. HYDRAULIC AVENUE GRIND 2.5", OVERLAY 2.5"827 100 80 64 82 $57,200 E. BARBERRY CIRCLE WALSH DRIVE WALSH DRIVE GRIND 2.5", OVERLAY 2.5"1,625 100 89 69 87 $118,200 HEUSTIS STREET E FOX STREET E. HYDRAULIC AVENUE GRIND 2.5", OVERLAY 2.5"1,214 100 92 68 88 $99,800 ILLINI COURT ILLINI DRIVE SOUTH END GRIND 2.5", OVERLAY 2.5"292 100 63 61 74 $19,600 ILLINI DRIVE WALTER STREET MILL STREET GRIND 2.5", OVERLAY 2.5"843 100 70 70 80 $64,800 MILL STREET E FOX STREET E. VAN EMMON STREET GRIND 2.5", OVERLAY 2.5"869 100 99 62 88 $58,300 MORGAN STREET W. HYDRAULIC AVENUE W. FOX STREET GRIND 2.5", OVERLAY 2.5"1,303 100 90 55 82 $94,800 W. BARBERRY CIRCLE WALSH DRIVE WALSH DRIVE GRIND 2.5", OVERLAY 2.5"1,930 100 84 60 82 $140,400 N/A N/A N/A N/A N/A $25,000 $678,100 2023 (FY24) STREET REHABILITATION LIST MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING TOTAL: Illin o is R a ilw a y R R B N S F R R Rob Roy CreekRob Roy CreekF o x R i v e r Rob Roy CreekRob Roy CreekRob Roy CreekBlackberry CreekBlackberry CreekF o x R iv e r Mid dle A u x S a ble C re e k Rob Roy CreekBlackberry C reek B la ck b erry C reek Fox RiverB l a c k b e r r y C r e e k Blackberry Creek Fox RiverBig Rock CreekB ig R o ck C reekBlackberry CreekM organ C reekMiddle Aux Sable Creek F o x R iv e r Fox RiverBridgeF o x Galena Ri ver Veterans AmentEldamainCorneils Kennedy AshleyMill MinklerLegion Baseline Van Emmon BlockSpring DicksonConcord HighpointMain Cannonball FieldsGordon Popl arTuma ImmanuelMcHughPavillionTroon Faxon MitchelG ra n d e SundownAsheSchoolhouseBeecherJohn Bristol Ridge Klatt Budd Gates Foli PrescottKellerPenmanCenter Country Ho f f man Hilltop Schaefer Park St a g e c o a c h Tuscany AudreyJeterAdam Alice Reservation RickardSomonauk Bertram Bristol Bay Erica EdwardMcLel lanA l a n D a l e Countryside BenjaminKristenWrenFoster Parkside Orange LisbonWillowStateOmahaTeriKendall US Route #34 SimonDeerAldenGame FarmManchester Berrywood Heartland Hayden FreemontLillianRosenwinkelBoombah Carey Oak Creek Walnut Lakewood CreekMapleRiverside Au t u m n Cre e k Ha mp t o n Or c h idCrimsonSumac Elm Andrew KingMatlockBig Bend For dHillsideAvalon HartfieldLibertyWackerBa r b e r r y Ke l l y S utto n P a r k w a y HeustisFairfieldWashington C ountry Hills Julie Ra i n t r e e Coral Cummins Patterson RonhillWestWestern CoachWinding CreekIsabelOld GloryJackson Lilac PatronUS Route 34 Margaret RavineStacyRyanRiva RidgeWi n g Fairhaven BristolSecretariat Blackberry Shore BruellMarketviewBeaver Brian Green Briar WhitekirkRiley MayOsbronPrairie CrossingCarly F o x t a il Lynn C a lie n d o JusticeRobertKi n g s mi llQui nsey MorganPratt El denJenna Sunset Dobbins Highview NorthlandGrape VineLaurenChurchWhite RoseWalsh Mc Mu r t r ie JasonWat er par k HomesteadMa d e lin e AdrianBl u e s t e m Lewis Fai r f ax RebeccaKate Grace RoodVenetian Pleasure Colonial NawakwaMadison DanielleDillon Savoy Woodview PlumThunder GulchJacob CryderBurrSycamoreHunt Twi nl eafCaledonia ColtonHighland High RidgePecos IdentaOak Purcell LarkspurBanburyLeisure Whi te OakSeeley IroquoisRedbud PrairieS h a u n a Landmark BaileyTitus Cypress SearlBlaine EmilyAlexisHeather Ri chmondCanyon Schmidt West onS ie nna Bernadette Ponderosa Far mWindett RidgeS la t e Mi l l Br o o k H a n b ury Timber CreekClearwater Edythe C h a r le s Olive Thomas M unson Rose HillCrossHillcrest Conover Kent shi r eCrooked CreekWi ndhamHaz el t i ne L e g n e r Wolf MillraceWhirlaway Holly Fox Gl en Elizabeth Anna Maria G e n e v a BoomerBadgerAcornGarden ArtesianCottonwood Cla rid g e BirchwoodRiver WoodH id e a wa y North Gr eenf iel d Blake GardinerR o y al O a k s LehmanE m e r a l d Har r i s Aster No r wa y Deere Crossing GroveGildaTausPlymouth Ru b y EllsworthBarrett Squire EvergreenArrowhead Lexington Wild IndigoHuntington Timber RidgeTanglewood TrailsAspenGaylord Ly m an Gawne Frances Nathan Astor Boyer Y or k ville CranstonBisselCommercial American BradyWarblerLong GrovePensacola Bonnie HearthstoneBurnettJuanita S a g e L e n o x Deerpath Prairie Grass ConstitutionMidnght Redhor seTallgrass TremontGeorgeanna MarketplaceT h orn hill Wythe Oaklawn W Kendal l Dr M o ntclaire Cl ov e r D e erp ointWooden BridgeRena RidgePinewood Illini OlsenHubbardGarritano Lyncl iffHobbsIndependence MonarchosDivisionFreedomHarrison Christy ColumbiaCol eWalter Preston LongviewBr ooksi de CatalpaMui rfi el dDeamesCo n s e r v a t i o n CallanderShetland Country View Timbalier Wood SageMartinStrawberry S ara v a n o s Sir BartonGillespie Vi l l age Vi ewWilsonBirch Red Tail HickoryBuchanan WoodworthMapl e Ri dgeDolph Prairie Pointe WorsleySummerwindRiver Birch Lakevie w Hydraulic An d r e a WoodlandAuburnColumbineP i n e Half MoonPat r i ci aChestnutFir CardinalPope OakwoodCornellCe n t r a l KylaDydyna Naden Me a d o wl a r kSprucePalmerAmanda Cl a r e mo n t Et helJul i usWestwind DoverCedar Cody CoralberryGains BellColony Ke n d a l l Ci r R e h b e h n JohnsonMulhern Bat or B la c k b e r r y Denise Bluejay Evans Meadowview Laurel River Oaks PhelpsN orton SavannaDrayton DunbarPowers Wint er t hur Jeremy PatriotF ar m ste a d Regal Oak Appletree CobaltAllegianceShoegerCandleberryOwen Silver City David WellsRodak QuantockBig RockAar on TimberBuckthor n Ke t ch u mPrairie CrossingWillowSunsetSt a geco ach Dolph M organ Bri stol MitchelCr ims o n Beecher HartfieldEmerald LisbonBaileyAndrewMainMillRebecca St agecoach Oak Highpoint FairfaxF o x Canyon MainW aln ut Hydraulic Rebecca ColeAshleyBeecherRidge Center McHughJohn Di c k s o n ParkP a r k Faxon MainConcordFaxon S c h o ol h o u s e St a g e c o a c h Rose Hill Penman Park JeterSchmidtPROPOSED 5 YEAR PLAN DATE: PROJECT NO.: FILE: BY: OCTOBER 2018 YO1815-C YO1815 5-YEAR PLAN.MXD CJO PAVEMENT MANAGEMENT SYSTEM UPDATE 2018 UNITED CITY OF YORKVILLE, ILLINOIS Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 www.eeiweb.com PATH:H:\GIS\PUBLIC\YORKVILLE\2018\YO1815 United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 NORTH ° Legend Year of Improvement 2019 2020 2021 2022 2023 Illin o is R a ilw a y R R B N S F R R Rob Roy CreekRob Roy CreekF o x R i v e r Rob Roy CreekRob Roy CreekRob Roy CreekBlackberry CreekBlackberry CreekF o x R i v e r Mid dle A u x S a ble C re e k Rob Roy CreekBlackberry C reek B la ck b e rry C reek Fox RiverB l a c k b e r r y C r e e k Blackberry Creek Fox RiverBig Rock CreekB ig R ock C reek Blackberry CreekM organ C reekMiddle Aux Sable Creek F o x R iv e r Fox RiverBridgeGalena F o x Veterans Ament RiverEldamain Corneils Ke n n e d y Mill AshleyMinklerLegion Baseline Van Emmon Concord BlockSpring DicksonHighpointMain Cannonball FieldsGordon Popl arTu ma ImmanuelPa v illi o n Troon SundownG ra n d eAshe SchoolhouseFaxon BeecherJohnKlatt Bristol Ridge CountryGates Foli Tuscany PenmanKellerPrescottCenter Hilltop Park R eservat ion McHugh Budd AudreyJeterAdam Alice Ho f f man RickardSchaefer St a g e c o a c h Somonauk Bertram Bristol Bay Erica EdwardMcLel l anA la n D ale Countryside LisbonBenjaminKristenWrenFoster Parkside Orange WillowStateBerrywood MitchelTeriOmahaKendall SimonDeerAldenGame FarmManchester Heartland Ha y d e n FreemontL illia nRosenwinkel Oak CreekBoombahCarey Walnut MapleRiverside US Route #34 Or chi d Lakewood CreekAutumn Creek Ha mp t o n CrimsonSumac Elm KingAndrew MatlockFor dBig Bend US Route 34 Providence HillsideAvalon HartfieldLibertyWackerKe l l y Bar ber r ySutton Parkway HeustisFairfieldWashington Country Hills Julie R a i n t r e e Coral Cummins Patterson RonhillWestWestern CoachWinding CreekIsabelOld GloryJackson Lilac PatronRavineMargaret StacyRyanWi n g Riva RidgeBristolFairhaven Secretariat Blackberry Shore BruellBeaver MarketviewBrian Green Briar Whitekirk Riley MayOsbronCarly Prairie CrossingF o x t a i lLynnCaliendo JusticeRobertKi n g s mi llQui nsey MorganPratt El denJenna SunsetDobbins Highview NorthlandLaurenGrape VineChurchTallgrass Walsh White RoseMcMurtrie JasonWat er par k Homestead AdrianMad e line Lewis B lu e s t e m FairfaxBaileyK a t e RebeccaGraceHolly RoodVenetian Pleasure Colonial Madison NawakwaDanielleDillon Savoy PlumWoodview Thunder GulchJacob BurrCryderHunt SycamoreTwi nl eafCaledonia ColtonHighland High RidgeOak Pecos I dent aPurcell LarkspurBanburyLeisure Whi te OakSeeley Redbud IroquoisShauna Landmark Titus Cypress GriffinSearlBlaine EmilyAlexisHeather RichmondCanyonSchmidtWest onSi e n n a Bernadette Ponderosa FarmSl a t e Windett RidgeMi ll B r o o k H a n b ury Clearwater Timber CreekC h a r le s Olive ThomasPine Ridge M unson Rose HillCrossHillcrest Conover KentshireCrooked CreekWi ndhamHaz el t i ne Wolf L e g n er MillraceL a v e n d e r Whirlaway Fox Gl en Elizabeth Anna Maria G e n e v a BadgerAcornGarden ArtesianCla r id g e Cottonwood BirchwoodNorth H id e a wa y CotswoldGreenf iel dGardiner Royal Oaks LehmanE m erald AsterNo r way Li nden Deere Crossing GroveSouth Gilda Taus Ru b y EllsworthBarrett Squi r e EvergreenArrowhead Lexington Wild IndigoHuntington Timber RidgeTanglewood TrailsAspenGaylord Lyman Gawne Frances Astor Boyer Y o r k ville BisselCranston Mayf i el d Shadow Creek BradyAmerican Commercial WarblerLong GroveBonnie Pensacola G olde nr o d BurnettJuanita Sage Chally Deerpath River Wood Prairie Grass ConstitutionTremontJonathanGeorgeanna MarketplaceC a n a r y He n n i n g T h orn hill Wythe Oaklawn W Kendal l Dr Cl ov e r D e erp ointWooden BridgeRena Ridge IlliniPinewoodOlsen KathleenGarritanoInge m unson HobbsLyncl i ffDivisionMonarchosIndependence Prai ri e RoseFreedomHarrison Christy Col eColumbiaWalter Preston LongviewMui r f i el dBr ooksi de Honeysuckle Deames Hawk HollowC o n s e r v a t io n C all a n d e r Shetland Country Vie wMartin Wood Sage Strawberry S u n n y D e llS ara v a n o s Sir BartonGillespie Vi l l age Vi ewWilsonBirch Red Tail HickoryBuchanan WoodworthDolph HillsboroPrairie Pointe WorsleySummerwindRiver Birch Hydraulic A n d r e a WoodlandAuburnP i n e ColumbinePat r i ci aBrighton Oaks CardinalPo p e OakwoodCe n t r a l Ti mb e r Vi e w KylaTowerDydyna Naden SprucePalmerAmanda Et helJul i usCl a r e mo n tWestwind DoverCedar Cody Coral berryGains BellColony Ke n d a l l C i r R e h b e h n JohnsonMulhern MeadowwoodIndian CliffsBat or Tomasik Evans Laurel River Oaks PhelpsWinchesterNorton SavannaDrayton Powers Wint er t hur PatriotFl i nt Cr ee Regal Oak Appletree CobaltAllegianceShoegerCandleberryOwen Silver City AustinWellsLakewood SpringsQuantockBig RockMerl otMaddenAar on TimberBuckt hor n Mapl e John Bri stol WillowStateFaxon St a g e c o a c h Highpoint HartfieldCenter AndrewCrimson St a g e c o a ch Wa l n u t Oa k LisbonC o n c o r d F a i r f a x F o x PenmanSchmidtHydraulicCole Rebecca MainAshleyMillRi v e r Wo o d Di c k s o n Beecher River WoodPark S c h o ol h o u s e RidgeMitchel CanyonMc HughParkSchoolhouse Emerald Faxon BeecherJeterPrairie CrossingP a r k McHughMorganSt agecoach MainDATE: PROJECT NO.: FILE: BY: OCTOBER 2018 YO1815-C YO1815 CURRENT SURFACE RANK.MXD CJO PAVEMENT MANAGEMENT SYSTEM UPDATE 2018 UNITED CITY OF YORKVILLE, ILLINOIS Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 www.eeiweb.com PATH:H:\GIS\PUBLIC\YORKVILLE\2018\YO1815 United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 NORTH ° Legend Current Overall Condition Gravel Road Binder Only 10-39 Very Poor 40-59 Poor 60-69 Fair 70-79 Good 80-89 Very Good 90-100 Excellent H ollen back Creek Hol l enback CreekSleepy HollowWalker HelmarHollenbackStagecoach Walker CURRENT OVERALL CONDITION (BASE AND SURFACE) Illin o is R a ilw a y R R B N S F R R Rob Roy CreekRob Roy CreekF o x R i v e r Rob Roy CreekRob Roy CreekRob Roy CreekBlackberry CreekBlackberry CreekF o x R i v e r Mid dle A u x S a ble C ree k Rob Roy CreekBlackberry C reek B la ck b e rry C reek Fox RiverB l a c k b e r r y C r e e k Blackberry Creek Fox RiverBig Rock CreekB ig R ock C reekBlackberry CreekM organ C reekMiddle Aux Sable Cree F o x R iv e r Fox RiverBridgeF o x Galena River Veterans AmentEldamainCorneils Ke n n e d y AshleyMill MinklerLegion Baseline Van Emmon BlockConcord Spring DicksonHighpointMain Cannonball FieldsGordon Popl arTuma ImmanuelPav illi onFaxon Troon MitchelG ra n d e SundownBudd AsheSchoolhouseBeecherJohnKlatt Bristol Ridge Gates Hoffman Foli Schaefer PrescottKellerCenter St a g e c o a c h PenmanHilltop Park McHugh CountryTuscany AudreyJeterAdam Alice RickardSomonauk Bertram R eservation Bristol Bay Erica EdwardMcLel l anA la n D ale Countryside BenjaminKristenWrenFoster Parkside Orange WillowLisbonStateUS Route #34 TeriOmahaKendall SimonDeerAldenGame FarmManchester Heartland Ha y d e n FreemontLillia nRosenwinkel Berrywood BoombahCarey Walnut Lakewood CreekMapleRiverside Or chi d Autumn Creek H a mp t o n CrimsonSumac Elm KingAndrew MatlockFor dBig Bend Oak Creek Providence HillsideAvalon HartfieldLibertyWackerKe l l y Bar ber r ySutton Parkway HeustisFairfieldWashington Country Hills Julie R a i n t r e e Coral Cummins Patterson RonhillWestWestern CoachWinding CreekIsabelOld GloryJackson Lilac PatronRavineMargaret StacyRyanWi n g Riva RidgeBristolFairhaven Secretariat Blackberry Shore BruellBeaver MarketviewBrian Green Briar Whitekirk Riley MayUS Route 34 OsbronCarly Prairie CrossingC a lie n d o JusticeRobertKi n g s mi llQui nsey MorganPratt L y n n El denJenna SunsetDobbins Highview NorthlandLaurenGrape VineChurchWalsh White RoseMcMurtrie JasonWat er par k Homestead AdrianMa d e lin e Lewis B lu e s t e m FairfaxKa t e RebeccaGraceRoodVenetian Pleasure Colonial Madison NawakwaDanielleDillon Savoy PlumWoodview Thunder GulchJacob BurrCryderEi leen Hunt SycamoreTwi nl eafCaledonia ColtonHighland High RidgeOak Pecos I dent aPurcell BaileyLarkspurBanburyLeisure Whi te OakSeeley Redbud IroquoisLandmark Titus Cypress SearlBlaine EmilyAlexisHeather RichmondCanyonSchmidtWest onS ie n n a Bernadette Ponderosa Oakmont FarmS la t e Windett RidgeMi ll B r o o k H a n b ur y Clearwater Timber CreekC h a r le s Olive ThomasM unson Rose HillCrossHillcrest Conover KentshireCrooked CreekWi ndhamHaz el t i ne Wolf L e g n er F o x t a ilMillraceL a v e n d e r Whirlaway Fox Gl en Elizabeth Anna Maria G e n e v a Shauna BadgerAcornGarden ArtesianC l a rid g e Cottonwood BirchwoodNorth H id e a wa y CotswoldGr eenf iel d Blake GardinerRoyal Oa ks E m erald AsterHarris River WoodNo r way Pine RidgeLi nden Deere Crossing GroveSouth Gilda Taus Ru b y EllsworthBarrett Squi r e EvergreenArrowhead Lexington Wild IndigoHuntington Timber RidgeTanglewood TrailsAspenGaylord Lyman Gawne Frances Astor Boyer Y or k ville BisselCranston Shadow Creek BradyAmerican Commercial WarblerLong GroveBonnie Pensacola G oldenrod BurnettJuanita Sage KathleenChally Deerpath Prairie Grass ConstitutionTremontJonathanGeorgeanna MarketplaceC a n a r y He n n i n g T h orn hill Wythe Oaklawn W Kendal l Dr Cl ov e r D e erp oi n tWooden BridgeRena Ridge IlliniPinewoodOlsenGarritano Inge m unson HobbsLyncl i ffDivisionMonarchosIndependence Prai ri e RoseFreedomHarrison Christy Col eColumbiaWalter Preston LongviewMui r f i el dBr ooksi de Honeysuckle Deames Hawk HollowC o n s e r v a t io n C all a n d e r Shetland Country Vie wMartin Wood Sage Strawberry S u n n y D e ll S ara v a n o s Sir BartonGillespie Vi l l age Vi ewWilsonBirch Red Tail HickoryBuchanan WoodworthDolph HillsboroPrairie Pointe WorsleySummerwindRiver Birch Hydraulic A n d r e a WoodlandAuburnP i n e ColumbinePat r i ci aBrighton Oaks CardinalPo p e OakwoodCe n t r a l Ti mb e r Vi e w TowerDydyna Naden VeronicaSprucePalmerAmanda Et helJul i usCl a r e mo n tWestwind DoverCedar Cody Coral berryGains BellColony Ke n d a l l Ci r R e h b e h n JohnsonMulhern Indian CliffsBat or Tomasik Evans Laurel River Oaks PhelpsWinchesterN orton SavannaDrayton Powers Wint er t hur PatriotFl i nt Cr ee Regal Oak Appletree CobaltAllegianceShoegerCandleberryOwen Silver City Austin Cotter WellsQuantockBig RockMaddenAar on TimberBuck t hor n Schoolhouse MorganWillowColeDi c k s o n Emerald Beecher ParkAndrewMainF a i r f a x Rebecca McHughOa k JeterCypr ess Faxon Canyon MainHydraulic Crimson Rebecca JohnPenman S t a g e c o a ch F o x MillCenter P a r k HighpointMitchelAshley Mapl e HartfieldS c h o ol h o u s eBeecher Park Bri stol St a g e c o a c h St agecoach Prairie CrossingMcHughWa l n u t BaileyFaxon SchmidtRidge CURRENT SURFACE CONDITION DATE: PROJECT NO.: FILE: BY: OCTOBER 2018 YO1815-C YO1815 CURRENT SURFACE RANK.MXD CJO PAVEMENT MANAGEMENT SYSTEM UPDATE 2018 UNITED CITY OF YORKVILLE, ILLINOIS Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 www.eeiweb.com PATH:H:\GIS\PUBLIC\YORKVILLE\2018\YO1815 United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 NORTH ° Legend SURFACE CONDITION Gravel Road Binder Only 10-39 Very Poor 40-59 Poor 60-69 Fair 70-79 Good 80-89 Very Good 90-100 Excellent H ollen back Creek Hol l enback CreekSleepy HollowWalker HelmarHollenbackStagecoach Walker Illin o is R a ilw a y R R B N S F R R Rob Roy CreekRob Roy CreekF o x R i v e r Rob Roy CreekRob Roy CreekRob Roy CreekBlackberry CreekBlackberry CreekF o x R i v e r Mid dle A u x S a ble C ree k Rob Roy CreekBlackberry C reek B la ck b erry C reek Fox RiverB l a c k b e r r y C r e e k Blackberry Creek Fox RiverBig Rock CreekB ig R ock C reekBlackberry CreekM organ C reekMiddle Aux Sable Creek F o x R iv e r Fox RiverBridgeGalena F o x Veterans Ament Ri verEldamain Corneils Mill Kennedy AshleyMinklerLegion Baseline Van Emmon Concord BlockSpring DicksonHighpointMain Cannonball FieldsGordon Popl arTu ma McHughImmanuelPav illi o nTroon SundownG ra n d eAshe SchoolhouseBeecherFaxon Country John Bristol Ridge Klatt Gates Foli TuscanyPrescott KellerCenter Reservation Hilltop Park PenmanAudreyJeterBudd Adam Alice RickardHof f ma n Schaefer Somonauk St a g e c o a c h Bertram Bristol Bay Erica EdwardMcLellanA la n D ale Countryside BenjaminKristenWrenFoster Parkside Orange WillowBerrywood StateOmahaTeriMitchelKendall SimonDeerLisbonAldenGame FarmManchester Heartland Hayden FreemontLillianRosenwinkel Oak CreekBoombahCareyLakewood CreekWalnut MapleRiverside Au t u m n Cre e k Ha mp t o n OrchidCrimsonUS Route #34 Sumac US Route 34 Elm Andrew KingMatlockBig Bend For dProvidence HillsideAvalon HartfieldLibertyWackerB a r b e r r y Ke l l y Sutton Parkway HeustisFairfieldWashington C ountry Hills Julie Ra i n t r e e Coral Cummins Patterson RonhillWestWestern CoachWinding CreekIsabelOld GloryJackson Lilac PatronMargaret RavineStacyRyanRiva RidgeWi n g Fairhaven BristolSecretariat Blackberry Shore BruellMarketviewBeaver Brian Green Briar Whitekirk Riley MayOsbronPrairie CrossingCarly F o x t a i l Lynn C a lie n d o JusticeRobertKi n g s mi llQui nsey MorganPratt El denJenna SunsetDobbins Highview NorthlandTallgrassGrape VineLaurenChurchWhite RoseWalsh Mc Mu r t r ie JasonWat er par k Homestead Ma d e line AdrianBl u e s t e m Lewis FairfaxBaileyRebeccaKa t e GraceHolly RoodVenetian Pleasure Colonial NawakwaMadison GriffinDanielleDillon Savoy Woodview PlumThunder GulchJacob CryderBurrSycamoreHunt Twi nl eafCaledonia ColtonHighland High RidgePecos I dent aOak Purcell LarkspurBanburyLeisure Whi t e OakSeeley IroquoisRedbud PrairieShauna Landmark Titus Cypress SearlBlaine EmilyAlexisHeather Ri chmondCanyonSchmidtWest onSi enna Bernadette Ponderosa Far mWindett RidgeSl a t e Mi ll Br o o k H a n b ury Timber CreekClearwater Ch a r le s Olive ThomasPine Ridge M unson Rose HillCrossHillcrest Conover Kent shi r eCrooked CreekWin dhamHaz el t i ne L e g n e r Wolf MillraceWhirlaway Fox Gl en Elizabeth Anna Maria G e n e v a BoomerBadgerAcornGarden ArtesianCottonwood Cla rid g e BirchwoodRoxburyH id e a wa y CotswoldNorth Gr eenf iel dGardiner Royal Oaks LehmanE m e r a l d AsterNo r wa y Deere Crossing GroveSouth Gilda T a u s Ru b y EllsworthBarrett Squi r e EvergreenArrowhead Lexington Wild IndigoHuntington Timber RidgeTanglewood TrailsAspenGaylord Lyman Gawne Frances Astor Boyer Y or k ville CranstonBissel Shadow Creek Commercial American BradyWarblerLong GrovePensacola Bonnie HearthstoneBurnettS a g e L e n o x Chally Deerpath HeatherwoodNeola River Wood Prairie Grass ConstitutionWilliam Midnght TremontJonathanGeorgeanna MarketplaceCanaryHe n n i n g T hornhill Wythe Oaklawn W Kendal l Dr M o ntclaire Cl ov e r D e erp ointWooden BridgeRena RidgePinewood Illini Olsen Kathleen HubbardGarritanoIn g e mu n s o n Wi n t e rbe rry LyncliffHobbsIndependence MonarchosDivisionPrai ri e RoseFreedomHarrison Christy ColumbiaCol eWalter Preston LongviewBr ooksi de CatalpaMui rf i el dDeames Hawk HollowC o n s e r v a t i o n C all a n d e r Shetland Count r y Vi ewWood Sage Martin Strawberry S u n n y De llS ara v a n o s Sir BartonGillespie Vi l l age Vi ewWilsonBirch Re d Tail HickoryBuchanan WoodworthDolph HillsboroPrairie Pointe WorsleySummerwindRiver Birch Lakeview Hydraulic JenniferA n d r e a WoodlandAuburnColumbineP in e Pat r i ci aBrighton Oaks Fir CardinalPo p e SandersOakwoodTi mb e r Vi e w CornellCe n t r a l TowerDydyna Naden Me a d o wl a r kSprucePalmerAmanda Cl a r e mo n t Et helJul i usWestwind DoverCedar Cody Coral berryGains BellColony Ke n d a l l Ci r R e h b e h n JohnsonMulhern Indian CliffsBat or Blackberry Tomasik Evans Meadowview Laurel River Oaks PhelpsWinchesterNorton SavannaDrayton Powers Wint er t hur PatriotF ar m ste a d Fli nt Cr ee Regal Oak Appletree CobaltAllegianceShoegerMurfield CandleberryOwen Silver City AustinWellsLakewood SpringsQuantockBig RockMerl otMaddenAar on TimberSt AnnesBuckthor n Sheridan AshleyF o x Faxon FairfaxHartfieldWillowRiver WoodMitchelFaxon MainPrairie CrossingMainCanyon BeecherDi c k s o n Hydraulic LisbonRebecca St agecoach JohnSchmidt Rebecca McHughP a r k Emerald OakMartin Highpoint Ridge Cr ims o n S t a g e c o a c h Wa l n u t Center C o n c o r d JeterParkS c h o ol h o u s e Bri stol MillConcord Ri v e r Woo d Schoolhouse Beecher St a geco a ch Mapl e M organ Park PenmanState AndrewMainColePAVING HISTORY 2012-2018 DATE: PROJECT NO.: FILE: BY: OCTOBER 2018 YO1815-C YO1815 PAVING HISTORY 2012-2018.MXD CJO PAVEMENT MANAGEMENT SYSTEM UPDATE 2018 UNITED CITY OF YORKVILLE, ILLINOIS Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 www.eeiweb.com PATH:H:\GIS\PUBLIC\YORKVILLE\2018\YO1815 United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 NORTH ° Legend Year of Improvement 2012 2013 2014 2015 2016 2017 2018 IMS Infrastructure Management Services Page: 1 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # ABERDEEN CT WHITEKIRK LN NORTH END 91 80 100 87 Flexible0001-001 91 80 100 87Average: Std. Dev. 0 0 0 0 ADAMS ST W RIDGE ST W MADISON ST 82 81 100 64 Flexible0002-001 ADAMS ST W MADISON ST W VAN EMMON ST 84 88 100 63 Flexible0002-002 ADAMS ST W VAN EMMON ST W HYDRAULIC AVE 86 91 100 65 Flexible0002-003 84 87 100 64Average: Std. Dev. 2 5 0 1 ADRIAN ST BLAINE ST W DOLPH ST 91 85 100 83 Flexible0003-001 91 85 100 83Average: Std. Dev. 0 0 0 0 ADRIAN ST W DOLPH ST W ORANGE ST 91 82 100 87 Flexible0003-002 ADRIAN ST W ORANGE ST W WASHINGTON ST 91 80 100 87 Flexible0003-003 91 81 100 87Average: Std. Dev. 0 0 0 0 ALAN DALE LN RED TAIL CT DENISE CT 87 85 100 72 Flexible0004-001 ALAN DALE LN DENISE CT YELLOWSTONE LN 83 85 100 64 Flexible0004-002 ALAN DALE LN YELLOWSTONE LN ALICE AVE 84 90 100 61 Flexible0004-003 85 86 100 67Average: Std. Dev. 2 2 0 6 ALAN DALE LN ALICE AVE SUMAC DR 92 88 100 82 Flexible0004-004 ALAN DALE LN SUMAC DR REDBUD DR 94 87 100 88 Flexible0004-005 ALAN DALE LN REDBUD DR DS@660N REDBUD DR 90 79 100 87 Flexible0004-006 92 83 100 86Average: Std. Dev. 3 5 0 2 ALAN DALE LN DS@660N REDBUD DR HONEYSUCKLE LN 95 87 100 90 Flexible0004-007 ALAN DALE LN HONEYSUCKLE LN TWINLEAF TRL 93 85 100 89 Flexible0004-008 ALAN DALE LN TWINLEAF TRL WINTERBERRY DR 93 85 100 89 Flexible0004-009 ALAN DALE LN WINTERBERRY DR FAXON RD 93 85 100 89 Flexible0004-010 ALAN DALE LN FAXON RD DS@660N FAXON RD 93 84 100 88 Flexible0004-011 ALAN DALE LN DS@660N FAXON RD MCMURTRIE WAY 95 91 100 86 Flexible0004-012 93 85 100 89Average: Std. Dev. 1 2 0 1 ALDEN AVE OLD GLORY DR HENNING LN 84 80 100 70 Flexible0005-001 ALDEN AVE HENNING LN AMOS AVE 82 79 100 65 Flexible0005-002 ALDEN AVE AMOS AVE ROOD ST 82 84 100 61 Flexible0005-003 ALDEN AVE ROOD ST MCLELLAN BLVD 76 77 100 53 Flexible0005-004 82 81 100 64Average: Std. Dev. 2 3 0 7 Page: 1Overview Pavement Condition Report IMS Infrastructure Management Services Page: 2 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # ALICE AVE CANNONBALL TRL DS@660W CANNONBALL TRL 80 91 100 50 Flexible0006-001 ALICE AVE DS@660W CANNONBALL TRL ALAN DALE LN 80 100 100 39 Flexible0006-002 ALICE AVE ALAN DALE LN DS@660W ALAN DALE LN 85 85 100 67 Flexible0006-003 ALICE AVE DS@660W ALAN DALE LN FAXON RD 87 91 100 66 Flexible0006-004 83 91 100 58Average: Std. Dev. 4 4 0 11 ALLEGIANCE CROSSING MILL RD SEELEY ST 83 84 100 63 Flexible0007-001 83 84 100 63Average: Std. Dev. 0 0 0 0 AMERICAN WAY GRANDE TRL DS@660S GRANDE TRL 75 84 100 43 Flexible0008-001 AMERICAN WAY DS@660S GRANDE TRL SOUTH END 76 88 100 41 Flexible0008-002 75 85 100 42Average: Std. Dev. 0 0 0 0 AMOS AVE ALDEN AVE OLD GLORY DR 76 61 100 68 Flexible0009-001 76 61 100 68Average: Std. Dev. 0 0 0 0 ANDERSON CT W KENDALL DR NORTH END 96 93 100 87 Flexible0010-001 96 93 100 87Average: Std. Dev. 0 0 0 0 ANDREA CT OVERLOOK CT EAST END 90 91 100 75 Flexible0011-001 90 91 100 75Average: Std. Dev. 0 0 0 0 APPLETREE CT N BRIDGE ST WEST END 80 61 100 80 Flexible0012-001 80 61 100 80Average: Std. Dev. 0 0 0 0 ARROWHEAD DR HEARTLAND DR WACKER DR 87 90 100 69 Flexible0013-001 ARROWHEAD DR WACKER DR STILLWATER CT 85 84 100 70 Flexible0013-002 ARROWHEAD DR STILLWATER CT HOMESTEAD DR 87 85 100 74 Flexible0013-003 87 87 100 71Average: Std. Dev. 1 3 0 3 ASHLEY RD SCHOOLHOUSE RD DS@660S SCHOOLHOUSE RD 92 97 100 74 Flexible0014-001 ASHLEY RD DS@660S SCHOOLHOUSE RD DS@1320S SCHOOLHOUSE RD 88 90 100 71 Flexible0014-002 Page: 2Overview Pavement Condition Report IMS Infrastructure Management Services Page: 3 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # ASHLEY RD DS@1320S SCHOOLHOUSE RD DS@1980S SCHOOLHOUSE RD 92 94 100 77 Flexible0014-003 ASHLEY RD DS@1980S SCHOOLHOUSE RD CITY LIMIT 94 100 100 75 Flexible0014-004 91 95 100 74Average: Std. Dev. 2 4 0 3 ASPEN LN JOHN ST DS@660W JOHN ST 83 77 100 70 Flexible0016-001 ASPEN LN DS@660W JOHN ST DS@1320W JOHN ST 82 72 100 73 Flexible0016-002 ASPEN LN DS@1320W JOHN ST JOHN ST 78 69 100 67 Flexible0016-003 81 73 100 70Average: Std. Dev. 2 4 0 3 ASTER DR WALSH CIR DS@660S WALSH CIR 81 67 100 76 Flexible0017-001 ASTER DR DS@660S WALSH CIR WALSH CIR 81 75 100 68 Flexible0017-002 81 69 100 74Average: Std. Dev. 0 0 0 0 AUBURN DR E SPRING ST OMAHA DR 90 87 100 78 Flexible0018-001 90 87 100 78Average: Std. Dev. 0 0 0 0 AUTUMN CREEK BLVD VETERANS PKWY LAVENDER WAY 97 100 100 84 Flexible0019-001 97 100 100 84Average: Std. Dev. 0 0 0 0 AUTUMN CREEK BLVD LAVENDER WAY SIENNA DR 93 93 100 80 Flexible0019-002 AUTUMN CREEK BLVD SIENNA DR ORCHID ST 92 100 100 70 Flexible0019-003 AUTUMN CREEK BLVD ORCHID ST CORAL DR 87 93 100 65 Flexible0019-004 AUTUMN CREEK BLVD CORAL DR CRIMSON LN 89 91 100 71 Flexible0019-005 AUTUMN CREEK BLVD CRIMSON LN DS@660N CRIMSON LN 92 97 100 73 Flexible0019-006 91 95 100 72Average: Std. Dev. 2 3 0 4 AUTUMN CREEK BLVD DS@660N CRIMSON LN DS@1320N CRIMSON LN 90 85 100 81 Flexible0019-007 AUTUMN CREEK BLVD DS@1320N CRIMSON LN PRAIRE GRASS LN 96 91 100 89 Flexible0019-008 AUTUMN CREEK BLVD PRAIRE GRASS LN DS@660N PRAIRE GRASS LN 96 91 100 90 Flexible0019-009 AUTUMN CREEK BLVD DS@660N PRAIRE GRASS LN KENNEDY RD 100 99 100 91 Flexible0019-010 Page: 3Overview Pavement Condition Report IMS Infrastructure Management Services Page: 4 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 94 90 100 87Average: Std. Dev. 4 5 0 6 BADGER ST WOLF ST DS@660N WOLF ST 89 88 100 74 Flexible0020-001 89 88 100 74Average: Std. Dev. 0 0 0 0 BADGER ST DS@660N WOLF ST BEAVER ST 88 92 100 69 Flexible0021-001 88 92 100 69Average: Std. Dev. 0 0 0 0 BAILEY RD MILL RD BERESFORD DR 72 58 100 61 Flexible0022-001 BAILEY RD BERESFORD DR BISSEL DR 72 71 100 48 Flexible0022-002 BAILEY RD BISSEL DR KENNEDY RD 75 79 100 48 Flexible0022-003 73 73 100 50Average: Std. Dev. 2 7 0 4 BALTRUSOL CT KINGSMILL ST WEST END 92 94 100 76 Flexible0023-001 92 94 100 76Average: Std. Dev. 0 0 0 0 BANBURY AVE KINGSMILL ST DS@660N KINGSMILL ST 93 99 100 74 Flexible0024-001 BANBURY AVE DS@660N KINGSMILL ST HAZENLTINE WAY 91 94 100 74 Flexible0024-002 92 97 100 74Average: Std. Dev. 0 0 0 0 BARBERRY CIR E WALSH DR DS@660S WALSH DR 86 85 100 70 Flexible0127-001 BARBERRY CIR E DS@660S WALSH DR DS@1320S WALSH DR 87 93 100 64 Flexible0127-002 BARBERRY CIR E DS@1320S WALSH DR WALSH DR 89 87 100 75 Flexible0127-003 87 89 100 69Average: Std. Dev. 1 5 0 5 BARBERRY CIR W WALSH DR DS@660S WALSH DR 80 77 100 63 Flexible0374-001 BARBERRY CIR W DS@660S WALSH DR DS@1320S WALSH DR 82 83 100 61 Flexible0374-002 BARBERRY CIR W DS@1320S WALSH DR WALSH DR 84 94 100 56 Flexible0374-003 82 84 100 60Average: Std. Dev. 2 8 0 4 BASELINE RD N BRIDGE ST DS@660W N BRIDGE ST 78 92 100 44 Flexible0025-001 BASELINE RD DS@660W N BRIDGE ST DS@1320W N BRIDGE ST 77 87 100 46 Flexible0025-002 BASELINE RD DS@1320W N BRIDGE CITY LIMIT 80 92 100 47 Flexible0025-003 Page: 4Overview Pavement Condition Report IMS Infrastructure Management Services Page: 5 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # ST 78 90 100 45Average: Std. Dev. 1 3 0 1 BASELINE RD CITY LIMIT DS@660W CITY LIMIT 80 96 100 45 Flexible0026-001 BASELINE RD DS@660W CITY LIMIT DS@1320W CITY LIMIT 72 66 100 54 Flexible0026-002 BASELINE RD DS@1320W CITY LIMIT DS@1980W CITY LIMIT 80 100 100 41 Flexible0026-003 BASELINE RD DS@1980W CITY LIMIT DS@2640W CITY LIMIT 61 63 100 29 Flexible0026-004 BASELINE RD DS@2640W CITY LIMIT DS@3300W CITY LIMIT 54 44 100 29 Flexible0026-005 69 74 100 40Average: Std. Dev.12 24 0 11 BASELINE RD DS@3300W CITY LIMIT DS@3960W CITY LIMIT 57 44 100 37 Flexible0026-006 BASELINE RD DS@3960W CITY LIMIT DS@4620W CITY LIMIT 58 44 100 41 Flexible0026-007 BASELINE RD DS@4620W CITY LIMIT DS@5280W CITY LIMIT 58 44 100 39 Flexible0026-008 BASELINE RD DS@5280W CITY LIMIT CITY LIMIT 60 44 100 46 Flexible0026-009 58 44 100 40Average: Std. Dev. 1 0 0 3 BATOR ST BENJAMIN ST EAST END 91 88 100 80 Flexible0445-001 91 88 100 80Average: Std. Dev. 0 0 0 0 BEAVER ST S BRIDGE ST DS@660E S BRIDGE ST 91 100 100 68 Flexible0027-001 BEAVER ST DS@660E S BRIDGE ST BADGER ST 88 91 100 70 Flexible0027-002 BEAVER ST BADGER ST DEER ST 74 88 100 37 Flexible0027-003 83 94 100 55Average: Std. Dev.11 8 0 21 BEECHER RD CITY LIMIT DS@660S CITY LIMIT 80 59 100 82 Flexible0028-001 BEECHER RD DS@660S CITY LIMIT CITY LIMIT 93 94 100 78 Flexible0028-002 BEECHER RD CITY LIMIT CORNEILS RD 91 88 100 81 Flexible0028-003 88 80 100 80Average: Std. Dev. 9 24 0 3 BEECHER RD CORNEILS RD DS@660S CORNEILS RD 93 86 100 87 Flexible0028-004 BEECHER RD DS@660S CORNEILS RD DS@1320S CORNEILS RD 93 82 100 91 Flexible0028-005 BEECHER RD DS@1320S CORNEILS CITY LIMIT 88 69 100 91 Flexible0028-006 Page: 5Overview Pavement Condition Report IMS Infrastructure Management Services Page: 6 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # RD 92 81 100 90Average: Std. Dev. 2 7 0 3 BEECHER RD JOHN ST DS@660N JOHN ST 89 91 100 72 Flexible0029-001 BEECHER RD DS@660N JOHN ST JOHN ST 85 87 100 66 Flexible0029-001 BEECHER RD DS@660N JOHN ST VETERANS PKWY 93 94 100 80 Flexible0029-002 BEECHER RD VETERANS PKWY DS@660N JOHN ST 93 100 100 73 Flexible0029-002 89 92 100 72Average: Std. Dev. 4 5 0 5 BEECHER RD N VETERANS PKWY DS@660N VETERANS PKWY 95 100 100 78 Flexible0262-001 BEECHER RD N DS@660N VETERANS PKWY VETERANS PKWY 95 100 100 79 Flexible0262-001 BEECHER RD N DS@660N VETERANS PKWY DS@1320N VETERANS PKWY 94 100 100 75 Flexible0262-002 BEECHER RD N DS@1320N VETERANS PKWY DS@660N VETERANS PKWY 91 94 100 75 Flexible0262-002 BEECHER RD N DS@1320N VETERANS PKWY GILLESPIE LN 93 96 100 78 Flexible0262-003 BEECHER RD N GILLESPIE LN DS@1320N VETERANS PKWY 92 93 100 78 Flexible0262-003 93 97 100 77Average: Std. Dev. 2 3 0 2 BEECHER ST W STATE ST S MAIN ST 97 100 100 83 Flexible0375-001 97 100 100 83Average: Std. Dev. 0 0 0 0 BEHRENS ST JOHNSON ST OAKWOOD ST 89 76 100 87 Flexible0030-001 89 76 100 87Average: Std. Dev. 0 0 0 0 BELL ST E FOX ST NORTH END 77 93 100 39 Flexible0031-001 77 93 100 39Average: Std. Dev. 0 0 0 0 BENJAMIN ST VANEMMON ST E DS@660S VANEMMON ST E 91 84 100 83 Flexible0440-001 BENJAMIN ST DS@660S VANEMMON ST E BUHMASTER CT 91 80 100 88 Flexible0440-002 BENJAMIN ST BUHMASTER CT TOMASK CT 93 88 100 84 Flexible0440-003 BENJAMIN ST TOMASK CT RODAK ST 94 90 100 86 Flexible0440-004 BENJAMIN ST RODAK ST DS@660S RODAK ST 93 86 100 86 Flexible0440-005 BENJAMIN ST DS@660S RODAK ST DYDYNA CT 93 86 100 87 Flexible0440-006 BENJAMIN ST DYDYNA CT BATOR CT 93 90 100 84 Flexible0440-007 BENJAMIN ST BATOR CT SOUTH END 89 84 100 78 Flexible0440-008 Page: 6Overview Pavement Condition Report IMS Infrastructure Management Services Page: 7 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 92 86 100 85Average: Std. Dev. 1 2 0 3 BERESFORD DR BIG ROCK BLVD BISSEL DR 74 85 100 41 Flexible0032-001 BERESFORD DR BISSEL DR BAILEY RD 76 84 100 46 Flexible0032-002 75 85 100 43Average: Std. Dev. 0 0 0 0 BERRYWOOD LN MATLOCK DR DS@660E MATLOCK DR 78 79 100 55 Flexible0033-001 BERRYWOOD LN DS@660E MATLOCK DR LEHMAN CROSSING 83 87 100 60 Flexible0033-002 BERRYWOOD LN LEHMAN CROSSING SEELEY ST 77 81 100 51 Flexible0033-003 BERRYWOOD LN SEELEY ST DS@660E SEELEY ST 75 80 100 47 Flexible0033-004 BERRYWOOD LN DS@660E SEELEY ST SEELEY ST 74 79 100 46 Flexible0033-005 BERRYWOOD LN SEELEY ST CITY LIMIT 75 84 100 43 Flexible0033-006 77 81 100 51Average: Std. Dev. 3 3 0 6 BERTRAM DR WEST END WINCHESTER LN 88 94 100 66 Flexible0034-001 BERTRAM DR WINCHESTER LN DS@660E WINCHESTER LN 83 82 100 66 Flexible0034-002 BERTRAM DR DS@660E WINCHESTER LN MARQUETTE ST 83 79 100 70 Flexible0034-003 BERTRAM DR MARQUETTE ST ROSENWINKEL ST 85 84 100 68 Flexible0034-004 BERTRAM DR ROSENWINKEL ST TAMPA DR 88 84 100 76 Flexible0034-005 BERTRAM DR TAMPA DR GARDINER AVE 86 81 100 74 Flexible0034-006 BERTRAM DR GARDINER AVE HARRISON ST 83 75 100 72 Flexible0034-007 BERTRAM DR HARRISON ST SARASOTA AVE 84 77 100 73 Flexible0034-008 BERTRAM DR SARASOTA AVE DS@660E SARASOTA AVE 91 88 100 79 Flexible0034-009 BERTRAM DR DS@660E SARASOTA AVE GARDINER AVE 96 100 100 81 Flexible0034-010 BERTRAM DR GARDINER AVE BRISTOL BAY DR 88 80 100 80 Flexible0034-011 86 83 100 73Average: Std. Dev. 4 5 0 7 BIG ROCK BLVD MILL RD BERESFORD DR 83 90 100 57 Flexible0035-001 83 90 100 57Average: Std. Dev. 0 0 0 0 BIRCHWOOD DR SPRING ST DS@660N SPRING ST 87 84 100 73 Flexible0036-001 87 84 100 73Average: Std. Dev. 0 0 0 0 BIRCHWOOD DR DS@660N SPRING ST BLUEJAY DR 85 81 100 72 Flexible0037-001 85 81 100 72Average: Std. Dev. 0 0 0 0 BIRCHWOOD DR BLUEJAY DR E SPRING ST 84 77 100 74 Flexible0038-001 Page: 7Overview Pavement Condition Report IMS Infrastructure Management Services Page: 8 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 84 77 100 74Average: Std. Dev. 0 0 0 0 BISCAYNE LN PENSACOLA ST SOUTH END 90 85 100 80 Flexible0039-001 90 85 100 80Average: Std. Dev. 0 0 0 0 BISSEL DR BERESFORD DR DS@440S BERESFORD DR 80 84 100 55 Flexible0040-001 80 84 100 55Average: Std. Dev. 0 0 0 0 BISSEL DR DS@440S BERESFORD DR BAILEY RD 82 85 100 60 Flexible0041-001 82 85 100 60Average: Std. Dev. 0 0 0 0 BLACKBERRY CT W BLACKBERRY LN SOUTH END 94 93 100 83 Flexible0042-001 94 93 100 83Average: Std. Dev. 0 0 0 0 BLACKBERRY LN E EAST END W BLACKBERRY LN 92 85 100 85 Flexible0128-001 92 85 100 85Average: Std. Dev. 0 0 0 0 BLACKBERRY LN W CENTER PKWY BLACKBERRY CT 91 86 100 83 Flexible0376-001 BLACKBERRY LN W BLACKBERRY CT WEST END 93 88 100 85 Flexible0376-002 92 87 100 84Average: Std. Dev. 0 0 0 0 BLACKBERRY SHORE LN WEST END DS@660E WEST END 93 85 100 88 Flexible0043-001 BLACKBERRY SHORE LN DS@660E WEST END DS@1320E WEST END 92 80 100 91 Flexible0043-002 BLACKBERRY SHORE LN DS@1320E WEST END HIGH RIDGE LN 93 82 100 91 Flexible0043-003 BLACKBERRY SHORE LN HIGH RIDGE LN DS@660E HIGH RIDGE LN 97 93 100 90 Flexible0043-004 BLACKBERRY SHORE LN DS@660E HIGH RIDGE LN DS@1320E HIGH RIDGE LN 93 84 100 90 Flexible0043-005 BLACKBERRY SHORE LN DS@1320E HIGH RIDGE LN NORTHLAND LN 94 87 100 88 Flexible0043-006 94 85 100 90Average: Std. Dev. 2 6 0 1 BLACKBERRY SHORE LN NORTHLAND LN EDWARD LN 90 93 100 72 Flexible0043-007 BLACKBERRY SHORE LN EDWARD LN CANNONBALL TRL 95 100 100 77 Flexible0043-008 Page: 8Overview Pavement Condition Report IMS Infrastructure Management Services Page: 9 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 92 95 100 74Average: Std. Dev. 0 0 0 0 BLACKHAWK BLVD E MILL BROOK CIR GALENA RD 90 94 100 73 Flexible0044-001 90 94 100 73Average: Std. Dev. 0 0 0 0 BLAINE ST STATE ST ADRIAN ST 92 86 100 85 Flexible0045-001 BLAINE ST ADRIAN ST MORGAN ST 92 84 100 86 Flexible0045-002 BLAINE ST MORGAN ST WEST END 89 77 100 85 Flexible0045-003 91 82 100 85Average: Std. Dev. 2 5 0 1 BLUEBIRD LN HAMPTON LN CANARY AVE 82 80 100 66 Flexible0047-001 BLUEBIRD LN CANARY AVE PRAIRIE CROSSING DR 84 88 100 63 Flexible0047-002 83 83 100 65Average: Std. Dev. 0 0 0 0 BLUEJAY DR TAUS CIR BIRCHWOOD DR 93 96 100 78 Flexible0048-001 93 96 100 78Average: Std. Dev. 0 0 0 0 BLUESTEM DR HAYDEN DR SWITCHGRASS LN 85 83 100 71 Flexible0049-001 BLUESTEM DR SWITCHGRASS LN PRAIRIE MEADOWS DR 87 88 100 69 Flexible0049-002 BLUESTEM DR PRAIRIE MEADOWS DR PRAIRIE ROSE LN 84 87 100 63 Flexible0049-003 BLUESTEM DR PRAIRIE ROSE LN WILD INDIGO LN 85 87 100 65 Flexible0049-004 BLUESTEM DR WILD INDIGO LN MCHUGH RD 89 96 100 67 Flexible0049-005 86 88 100 67Average: Std. Dev. 2 5 0 3 BOOMER LN CANNONBALL TRL FAIRHAVEN DR 91 96 100 71 Flexible0050-001 BOOMER LN FAIRHAVEN DR SWANSON LN 83 82 100 65 Flexible0050-002 88 91 100 69Average: Std. Dev. 0 0 0 0 BOOMER LN SWANSON LN SOUTH END 82 73 100 73 Flexible0050-003 82 73 100 73Average: Std. Dev. 0 0 0 0 BRADY ST CROOKER DR SHOEGER DR 83 87 100 63 Flexible0051-001 83 87 100 63Average: Std. Dev. 0 0 0 0 BRISTOL AVE E SOMONAUK ST E PARK ST 91 82 100 85 Flexible0053-001 BRISTOL AVE E PARK ST DS@660N E PARK ST 97 96 100 87 Flexible0053-002 Page: 9Overview Pavement Condition Report IMS Infrastructure Management Services Page: 10 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # BRISTOL AVE DS@660N E PARK ST JACKSON ST 100 100 100 90 Flexible0053-003 BRISTOL AVE JACKSON ST NORTH END 95 90 100 87 Flexible0053-004 95 91 100 87Average: Std. Dev. 3 8 0 1 BRISTOL BAY DR CITY LIMIT DS@660W CITY LIMIT 90 88 100 78 Flexible0054-001 BRISTOL BAY DR DS@660W CITY LIMIT BERTRAM DR 87 87 100 72 Flexible0054-002 BRISTOL BAY DR BERTRAM DR PLYMOUTH AVE 88 91 100 69 Flexible0054-003 BRISTOL BAY DR PLYMOUTH AVE DS@660W PLYMOUTH AVE 87 85 100 72 Flexible0054-004 BRISTOL BAY DR DS@660W PLYMOUTH AVE ROSENWINKEL ST 85 85 100 69 Flexible0054-005 BRISTOL BAY DR ROSENWINKEL ST BURNETT ST 85 85 100 68 Flexible0054-006 BRISTOL BAY DR BURNETT ST HALF MOON DR 86 87 100 69 Flexible0054-007 BRISTOL BAY DR HALF MOON DR GARRITANO ST 83 79 100 69 Flexible0054-008 BRISTOL BAY DR GARRITANO ST WEST END 85 81 100 72 Flexible0054-009 86 85 100 71Average: Std. Dev. 3 4 0 4 BRISTOL RIDGE RD E VETERANS PKWY OAKLAWN AVE 97 100 100 84 Flexible0055-001 BRISTOL RIDGE RD OAKLAWN AVE DS@660N OAKLAWN AVE 90 100 100 66 Flexible0055-002 94 100 100 76Average: Std. Dev. 0 0 0 0 BRISTOL RIDGE RD DS@660N OAKLAWN AVE LINDEN AVE 90 100 100 65 Flexible0056-001 BRISTOL RIDGE RD LINDEN AVE DS@660N LINDEN AVE 90 100 100 66 Flexible0056-002 90 100 100 66Average: Std. Dev. 0 0 0 0 BRISTOL RIDGE RD DS@660N LINDEN AVE SUNSET AVE 90 100 100 66 Flexible0057-001 BRISTOL RIDGE RD SUNSET AVE DS@660N SUNSET AVE 90 100 100 66 Flexible0057-002 BRISTOL RIDGE RD DS@660N SUNSET AVE KENNEDY RD 92 100 100 70 Flexible0057-003 91 100 100 68Average: Std. Dev. 1 0 0 2 BRISTOL RIDGE RD KENNEDY RD DS@660N KENNEDY RD 90 100 100 65 Flexible0057-004 BRISTOL RIDGE RD DS@660N KENNEDY RD BRIDGE NEAR CITY LIMIT 85 100 100 52 Flexible0057-005 88 100 100 60Average: Std. Dev. 0 0 0 0 BRUELL ST E SPRING ST DS@660S E SPRING ST 92 82 100 88 Flexible0058-001 Page: 10Overview Pavement Condition Report IMS Infrastructure Management Services Page: 11 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # BRUELL ST DS@660S E SPRING ST E MAIN ST 92 90 100 80 Flexible0058-002 92 83 100 87Average: Std. Dev. 0 0 0 0 BRUELL ST E MAIN ST WOODDALE DR 77 70 100 63 Flexible0058-003 77 70 100 63Average: Std. Dev. 0 0 0 0 BUCKTHORN CT WALSH DR WEST END 89 97 100 65 Flexible0059-001 89 97 100 65Average: Std. Dev. 0 0 0 0 BUDD RD W HIGHPOINT RD STAGECOACH TRAIL 92 94 100 77 Flexible0060-002 92 94 100 77Average: Std. Dev. 0 0 0 0 BUHRMASTER CT BENJAMIN ST EAST END 91 86 100 82 Flexible0443-001 91 86 100 82Average: Std. Dev. 0 0 0 0 BURNETT ST BRISTOL BAY DR MARQUETTE ST 81 72 100 70 Flexible0061-001 BURNETT ST MARQUETTE ST DS@660S MARQUETTE ST 81 66 100 76 Flexible0061-002 BURNETT ST DS@660S MARQUETTE ST MARQUETTE ST 82 71 100 75 Flexible0061-003 81 68 100 75Average: Std. Dev. 1 3 0 3 BURNING BUSH DR WALSH DR CORALBERRY CT 86 92 100 63 Flexible0062-001 BURNING BUSH DR CORALBERRY CT WEST END 87 93 100 65 Flexible0062-002 86 92 100 63Average: Std. Dev. 0 0 0 0 BURR CT BURR ST EAST END 79 69 100 69 Flexible0063-001 79 69 100 69Average: Std. Dev. 0 0 0 0 BURR ST LYMAN LOOP DS@660N LYMAN LOOP 85 74 100 79 Flexible0064-001 BURR ST DS@660N LYMAN LOOP BURR CT 84 75 100 76 Flexible0064-002 BURR ST BURR CT GRANDE TRL 79 81 100 57 Flexible0064-003 82 77 100 70Average: Std. Dev. 4 5 0 14 CALEDONIA DR CORNEILS RD RYAN CT 92 92 100 79 Flexible0065-001 Page: 11Overview Pavement Condition Report IMS Infrastructure Management Services Page: 12 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 92 92 100 79Average: Std. Dev. 0 0 0 0 CALEDONIA DR WHEATON AVE RYAN DR 96 96 100 85 Flexible0066-001 CALEDONIA DR RYAN DR PINEWOOD DR 98 100 100 86 Flexible0066-002 CALEDONIA DR PINEWOOD DR LAUREN DR 98 97 100 90 Flexible0066-003 97 98 100 87Average: Std. Dev. 1 2 0 3 CALLANDER TRL WHITEKIRK LN DS@660E WHITEKIRK LN 92 85 100 85 Flexible0067-001 CALLANDER TRL DS@660E WHITEKIRK LN WHITEKIRK LN 94 90 100 85 Flexible0067-002 93 88 100 85Average: Std. Dev. 0 0 0 0 CANARY AVE BLUEBIRD LN HAMPTON LN 89 85 100 79 Flexible0068-001 89 85 100 79Average: Std. Dev. 0 0 0 0 CANDLEBERRY CT CANDLEBERRY LN WEST END 96 93 100 89 Flexible0069-001 96 93 100 89Average: Std. Dev. 0 0 0 0 CANDLEBERRY LN STAGECOUCH TRAIL MEADOW ROSE LN 91 82 100 85 Flexible0070-001 CANDLEBERRY LN MEADOW ROSE LN CANDLEBERRY CT 94 88 100 87 Flexible0070-002 CANDLEBERRY LN CANDLEBERRY CT NORTH END 91 78 100 91 Flexible0070-003 92 82 100 88Average: Std. Dev. 1 4 0 4 CANNONBALL TRL N BRIDGE ST PATRICIA LN 97 100 100 83 Flexible0071-001 CANNONBALL TRL PATRICIA LN AMANDA LN 94 94 100 82 Flexible0071-002 95 96 100 82Average: Std. Dev. 0 0 0 0 CANNONBALL TRL AMANDA LN DS@660S AMANDA LN 98 100 100 87 Flexible0071-003 CANNONBALL TRL DS@660S AMANDA LN DS@1320S AMANDA LN 97 94 100 89 Flexible0071-004 CANNONBALL TRL DS@1320S AMANDA LN ALICE AVE 97 100 100 85 Flexible0071-005 CANNONBALL TRL ALICE AVE NORTON LN 99 100 100 88 Flexible0071-006 CANNONBALL TRL NORTON LN DS@660S NORTON LN 94 91 100 86 Flexible0071-007 CANNONBALL TRL DS@660S NORTON LN DS@1320S NORTON LN 96 93 100 88 Flexible0071-008 97 96 100 87Average: Std. Dev. 2 4 0 2 Page: 12Overview Pavement Condition Report IMS Infrastructure Management Services Page: 13 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # CANNONBALL TRL DS@1320S NORTON LN BLACKBERRY SHORE LN 92 88 100 82 Flexible0071-009 92 88 100 82Average: Std. Dev. 0 0 0 0 CANNONBALL TRL BLACKBERRY SHORE LN DS@660S BLACKBERRY SHORE 90 96 100 69 Flexible0071-010 CANNONBALL TRL DS@660S BLACKBERRY SHORE HICKORY LN 90 96 100 70 Flexible0071-011 CANNONBALL TRL HICKORY LN DS@660S HICKORY LN 90 96 100 69 Flexible0071-012 CANNONBALL TRL DS@660S HICKORY LN W VETERANS PKWY 91 94 100 75 Flexible0071-013 90 95 100 71Average: Std. Dev. 1 1 0 4 CANNONBALL TRL W VETERANS PKWY JOHN ST 80 88 100 52 Flexible0071-014 80 88 100 52Average: Std. Dev. 0 0 0 0 CANNONBALL TRL JOHN ST INDEPENDENCE CT 90 85 100 82 Flexible0071-015 CANNONBALL TRL INDEPENDENCE CT PATRICK CT 94 90 100 85 Flexible0071-016 CANNONBALL TRL PATRICK CT N CARLY CIR 94 90 100 85 Flexible0071-017 CANNONBALL TRL N CARLY CIR PURCELL ST 92 87 100 85 Flexible0071-018 CANNONBALL TRL PURCELL ST S CARLY CIR 94 91 100 84 Flexible0071-019 CANNONBALL TRL S CARLY CIR SOUTH END 89 88 100 75 Flexible0071-020 93 89 100 84Average: Std. Dev. 2 2 0 2 CANYON TRAIL CT HIGH RIDGE LN WEST END 90 91 100 75 Flexible0072-001 90 91 100 75Average: Std. Dev. 0 0 0 0 CANYON TRL WESTERN LN DS@660E WESTERN LN 80 65 100 74 Flexible0073-001 CANYON TRL DS@660E WESTERN LN DS@1320E WESTERN LN 85 80 100 74 Flexible0073-002 CANYON TRL DS@1320E WESTERN LN HIGH RIDGE LN 91 96 100 73 Flexible0073-003 83 75 100 74Average: Std. Dev. 4 12 0 0 CARLY CIR N PURCELL ST DS@660E PURCELL ST 93 88 100 85 Flexible0263-001 93 88 100 85Average: Std. Dev. 0 0 0 0 CARLY CIR N DS@660E PURCELL ST DS@1320E PURCELL ST 93 88 100 86 Flexible0263-002 CARLY CIR N DS@1320E PURCELL CANNONBALL TRL 92 85 100 85 Flexible0263-003 Page: 13Overview Pavement Condition Report IMS Infrastructure Management Services Page: 14 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # ST 93 87 100 86Average: Std. Dev. 0 0 0 0 CARLY CIR S CANNONBALL TRL DS@660W CANNONBALL TRL 92 84 100 86 Flexible0327-001 92 84 100 86Average: Std. Dev. 0 0 0 0 CARLY CIR S DS@660W CANNONBALL TRL PURCELL ST 96 91 100 90 Flexible0327-002 96 91 100 90Average: Std. Dev. 0 0 0 0 CARLY CT CARLY DR WEST END 91 82 100 86 Flexible0074-001 91 82 100 86Average: Std. Dev. 0 0 0 0 CARLY DR CANNONBALL TRL CARLY CT 89 79 100 84 Flexible0075-001 CARLY DR CARLY CT SOUTH END 94 90 100 85 Flexible0075-002 91 83 100 84Average: Std. Dev. 0 0 0 0 CAROLYN CT RENA LN EAST END 91 91 100 77 Flexible0076-001 91 91 100 77Average: Std. Dev. 0 0 0 0 CARPENTER ST N BRIDGE ST MARKETVIEW DR 92 100 91 76 Rigid0077-001 92 100 91 76Average: Std. Dev. 0 0 0 0 CATALPA TRL HONEYSUCKLE LN REDBUD DR 89 76 100 88 Flexible0078-001 89 76 100 88Average: Std. Dev. 0 0 0 0 CAULFIELD PT KENTSHIRE DR SOUTH END 95 94 100 83 Flexible0079-001 95 94 100 83Average: Std. Dev. 0 0 0 0 CENTER PKWY W VETERANS PKWY HILLCREST AVE 86 74 100 81 Flexible0080-001 86 74 100 81Average: Std. Dev. 0 0 0 0 CENTER PKWY W VETERANS PKWY W KENDALL DR 98 100 100 86 Flexible0080-002 CENTER PKWY W KENDALL DR W VETERANS PKWY 100 100 100 90 Flexible0080-002 CENTER PKWY W KENDALL DR W COUNTRYSIDE PKWY 100 100 100 90 Flexible0080-003 CENTER PKWY W COUNTRYSIDE W KENDALL DR 99 100 100 89 Flexible0080-003 Page: 14Overview Pavement Condition Report IMS Infrastructure Management Services Page: 15 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # PKWY 99 100 100 89Average: Std. Dev. 1 0 0 2 CENTER PKWY W COUNTRYSIDE PKWY W BLACKBERRY LN 98 100 100 86 Flexible0080-004 CENTER PKWY W BLACKBERRY LN STRAWBERRY LN 97 99 100 85 Flexible0080-005 CENTER PKWY STRAWBERRY LN NADEN CT 98 98 100 87 Flexible0080-006 CENTER PKWY NADEN CT W KENDALL DR 98 100 100 86 Flexible0080-007 98 99 100 86Average: Std. Dev. 0 1 0 1 CENTER ST E LIBERTY ST COLTON ST 90 94 100 71 Flexible0129-001 90 94 100 71Average: Std. Dev. 0 0 0 0 CENTER ST E COLTON ST BRIDGE RD 94 99 100 76 Flexible0129-002 94 99 100 76Average: Std. Dev. 0 0 0 0 CENTER ST W WEST END WEST ST 76 62 100 67 Flexible0377-001 76 62 100 67Average: Std. Dev. 0 0 0 0 CENTER ST W WEST ST KING ST 88 84 100 77 Flexible0377-002 CENTER ST W KING ST CHURCH ST 91 97 100 71 Flexible0377-003 CENTER ST W CHURCH ST E CENTER ST 87 93 100 65 Flexible0377-004 89 91 100 71Average: Std. Dev. 2 7 0 6 CHESHIRE CT FAIRHAVEN DR WEST END 85 87 100 66 Flexible0081-001 85 87 100 66Average: Std. Dev. 0 0 0 0 CHESTNUT CIR CHESTNUT CIR NORTH END 87 87 100 71 Flexible0082-001 87 87 100 71Average: Std. Dev. 0 0 0 0 CHESTNUT CIR CHESTNUT LN CHESTNUT CIR 90 82 100 83 Flexible0083-001 CHESTNUT CIR CHESTNUT CIR CHESTNUT LN 84 71 100 79 Flexible0083-002 87 76 100 81Average: Std. Dev. 0 0 0 0 CHESTNUT CT CHESTNUT LN SOUTH END 80 70 100 71 Flexible0084-001 80 70 100 71Average: Std. Dev. 0 0 0 0 CHESTNUT LN JOHN ST CHESTNUT CIR 85 79 100 74 Flexible0085-001 Page: 15Overview Pavement Condition Report IMS Infrastructure Management Services Page: 16 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # CHESTNUT LN CHESTNUT CIR CHESTNUT CIR 91 87 100 81 Flexible0085-002 CHESTNUT LN CHESTNUT CIR SYCAMORE RD 84 76 100 75 Flexible0085-003 CHESTNUT LN SYCAMORE RD CHESTNUT CT 76 63 100 67 Flexible0085-004 CHESTNUT LN CHESTNUT CT JOHN ST 79 77 100 61 Flexible0085-005 82 76 100 70Average: Std. Dev. 8 12 0 10 CHURCH ST W SOMONAUK ST W SPRING ST 99 100 100 89 Flexible0086-001 99 100 100 89Average: Std. Dev. 0 0 0 0 CHURCH ST W SPRING ST W CENTER ST 98 100 100 87 Flexible0086-002 CHURCH ST W CENTER ST W MAIN ST 93 87 100 85 Flexible0086-003 CHURCH ST W MAIN ST W RIVER ST 85 76 100 78 Flexible0086-004 92 88 100 83Average: Std. Dev. 6 12 0 5 CLAREMONT CT WINDETT RIDGE RD WEST END 90 91 100 75 Flexible0087-001 90 91 100 75Average: Std. Dev. 0 0 0 0 CLEARWATER DR E SPRING ST DEERPATH DR 85 76 100 78 Flexible0088-001 CLEARWATER DR DEERPATH DR KATE DR 91 91 100 77 Flexible0088-002 CLEARWATER DR KATE DR OMAHA DR 82 71 100 74 Flexible0088-003 85 78 100 76Average: Std. Dev. 4 9 0 2 CLOVER CT WEST END GREENFIELD TURN 85 82 100 70 Flexible0089-001 85 82 100 70Average: Std. Dev. 0 0 0 0 COACH RD FAIRFIELD AVE WINDETT RIDGE RD 81 66 100 77 Flexible0090-004 81 66 100 77Average: Std. Dev. 0 0 0 0 COBALT DR EMERALD LN NORTH END 90 94 100 72 Flexible0091-001 90 94 100 72Average: Std. Dev. 0 0 0 0 CODY CT SOUTH END CANNONBALL TRL 90 84 100 81 Flexible0092-001 90 84 100 81Average: Std. Dev. 0 0 0 0 COLONIAL PKWY S BRIDGE ST DS@660E S BRIDGE ST 71 60 100 58 Flexible0093-001 COLONIAL PKWY DS@660E S BRIDGE ST DS@1320E S BRIDGE ST 72 63 100 58 Flexible0093-002 COLONIAL PKWY DS@1320E S BRIDGE SCHOOLHOUSE RD 87 83 100 74 Flexible0093-003 Page: 16Overview Pavement Condition Report IMS Infrastructure Management Services Page: 17 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # ST 74 65 100 60Average: Std. Dev. 5 7 0 5 COLTON ST E MAIN ST E CENTER ST 85 85 100 69 Flexible0094-001 COLTON ST E CENTER ST E SPRING ST 86 92 100 63 Flexible0094-002 COLTON ST E SPRING ST E SOMONAUK ST 88 93 100 68 Flexible0094-003 86 90 100 67Average: Std. Dev. 2 4 0 3 COLUMBINE CT WALSH CIR NORTH END 85 88 100 65 Flexible0095-001 85 88 100 65Average: Std. Dev. 0 0 0 0 COLUMBINE DR WALSH DR DS@660N WALSH DR 91 97 100 72 Flexible0096-001 COLUMBINE DR DS@660N WALSH DR COLUMBINE CT 85 93 100 60 Flexible0096-002 89 96 100 69Average: Std. Dev. 0 0 0 0 COMMERCIAL DR WHEATON AVE DS@660W WHEATON AVE 91 97 100 72 Flexible0097-001 COMMERCIAL DR DS@660W WHEATON AVE DS@1320W WHEATON AVE 95 100 100 77 Flexible0097-002 COMMERCIAL DR DS@1320W WHEATON AVE EAST END 91 94 100 74 Flexible0097-003 93 98 100 74Average: Std. Dev. 3 3 0 3 CONEFLOWER CT HAYDEN DR NORTH END 88 93 100 67 Flexible0098-001 88 93 100 67Average: Std. Dev. 0 0 0 0 CONOVER CT N NORTH END S CONOVER CT 86 74 100 82 Flexible0264-001 86 74 100 82Average: Std. Dev. 0 0 0 0 CONOVER CT S N CONOVER CT SOUTH END 85 69 100 84 Flexible0328-001 85 69 100 84Average: Std. Dev. 0 0 0 0 CORAL DR AUTUMN CREEK BLVD DS@660N AUTUMN CREEK BLVD 90 94 100 72 Flexible0099-001 CORAL DR DS@660N AUTUMN CREEK BLVD EMERALD LN 90 87 100 78 Flexible0099-002 CORAL DR EMERALD LN NORTH END 95 91 100 87 Flexible0099-003 91 91 100 76Average: Std. Dev. 2 5 0 5 Page: 17Overview Pavement Condition Report IMS Infrastructure Management Services Page: 18 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # CORALBERRY CT BURNING BUSH DR NORTH END 90 94 100 71 Flexible0100-001 90 94 100 71Average: Std. Dev. 0 0 0 0 CORNEILS RD ELDAMAIN RD DS@660E ELDAMAIN RD 95 100 100 78 Flexible0101-001 CORNEILS RD DS@660E ELDAMAIN RD DS@1320E ELDAMAIN RD 80 77 100 62 Flexible0101-002 CORNEILS RD DS@1320E ELDAMAIN RD DS@1980E ELDAMAIN RD 69 57 100 54 Flexible0101-003 CORNEILS RD DS@1980E ELDAMAIN RD DS@2640E ELDAMAIN RD 68 52 100 57 Flexible0101-004 CORNEILS RD DS@2640E ELDAMAIN RD CITY LIMIT 75 57 100 70 Flexible0101-005 77 69 100 64Average: Std. Dev.11 20 0 10 CORNEILS RD CITY LIMIT BEECHER RD 94 94 100 81 Flexible0101-006 CORNEILS RD BEECHER RD DS@660E BEECHER RD 93 86 100 88 Flexible0101-007 CORNEILS RD DS@660E BEECHER RD DS@1320E BEECHER RD 88 73 100 87 Flexible0101-008 CORNEILS RD DS@1320E BEECHER RD DS@1980E BEECHER RD 95 92 100 87 Flexible0101-009 CORNEILS RD DS@1980E BEECHER RD DS@2640E BEECHER RD 97 100 100 84 Flexible0101-010 CORNEILS RD DS@2640E BEECHER RD DS@3300E BEECHER RD 95 91 100 88 Flexible0101-011 CORNEILS RD DS@3300E BEECHER RD DS@3960E BEECHER RD 100 100 100 91 Flexible0101-012 CORNEILS RD DS@3960E BEECHER RD CALEDONIA DR 99 100 100 89 Flexible0101-013 CORNEILS RD CALEDONIA DR DS@660E CALEDONIA DR 93 86 100 87 Flexible0101-014 CORNEILS RD DS@660E CALEDONIA DR DS@1320E CALEDONIA DR 99 100 100 88 Flexible0101-015 CORNEILS RD DS@1320E CALEDONIA DR DS@1980E CALEDONIA DR 92 83 100 87 Flexible0101-016 CORNEILS RD DS@1980E CALEDONIA DR N BRIDGE ST 93 94 100 80 Flexible0101-017 95 91 100 87Average: Std. Dev. 4 10 0 2 CORNEILS RD N BRIDGE ST DS@660E N BRIDGE ST 85 90 100 62 Flexible0101-018 CORNEILS RD DS@660E N BRIDGE ST CITY LIMIT 87 100 100 57 Flexible0101-019 86 95 100 60Average: Std. Dev. 0 0 0 0 CORNEILS RD CITY LIMIT CITY LIMIT 95 96 100 83 Flexible0101-021 Page: 18Overview Pavement Condition Report IMS Infrastructure Management Services Page: 19 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 95 96 100 83Average: Std. Dev. 0 0 0 0 CORNEILS RD CITY LIMIT CITY LIMIT 87 75 100 84 Flexible0101-022 87 75 100 84Average: Std. Dev. 0 0 0 0 CORNERSTONE DR WESTWIND DR WOOD SAGE AVE 94 85 100 90 Flexible0102-001 CORNERSTONE DR WOOD SAGE AVE WESTWIND DR 85 65 100 87 Flexible0102-002 CORNERSTONE DR WESTWIND DR GREEN BRIAR RD 96 96 100 84 Flexible0102-003 91 79 100 87Average: Std. Dev. 7 17 0 3 COTTONWOOD CT COTTONWOOD TRL WEST END 82 67 100 77 Flexible0103-001 82 67 100 77Average: Std. Dev. 0 0 0 0 COTTONWOOD TRL JOHN ST STONERIDGE CT 83 88 100 60 Flexible0104-001 COTTONWOOD TRL STONERIDGE CT STONERIDGE CIR 76 74 100 56 Flexible0104-002 COTTONWOOD TRL STONERIDGE CIR DIEHL FARM RD 80 79 100 62 Flexible0104-003 COTTONWOOD TRL DIEHL FARM RD DS@660W DIEHL FARM RD 82 81 100 65 Flexible0104-004 COTTONWOOD TRL DS@660W DIEHL FARM RD COTTONWOOD CT 79 71 100 67 Flexible0104-005 COTTONWOOD TRL COTTONWOOD CT JOHN ST 85 80 100 73 Flexible0104-006 82 80 100 64Average: Std. Dev. 2 5 0 5 COUNTRY HILLS DR TREMONT AVE RICHMOND AVE 84 69 100 81 Flexible0105-001 COUNTRY HILLS DR RICHMOND AVE PRAIRIE CROSSING DR 89 78 100 86 Flexible0105-002 87 74 100 84Average: Std. Dev. 0 0 0 0 COUNTRY HILLS DR PRAIRIE CROSSING DR PARKSIDE LN 88 86 100 75 Flexible0105-003 COUNTRY HILLS DR PARKSIDE LN HAMPTON LN 86 85 100 71 Flexible0105-004 COUNTRY HILLS DR HAMPTON LN GREENFIELD TURN 91 99 100 69 Flexible0105-005 COUNTRY HILLS DR GREENFIELD TURN HARVEST TRL 88 94 100 66 Flexible0105-006 COUNTRY HILLS DR HARVEST TRL DS@660N HARVEST TRL 90 93 100 72 Flexible0105-007 COUNTRY HILLS DR DS@660N HARVEST TRL CLOVER CT 87 97 100 60 Flexible0105-008 COUNTRY HILLS DR CLOVER CT SRAGECOACH TRAIL 87 93 100 65 Flexible0105-009 89 93 100 68Average: Std. Dev. 2 5 0 5 COUNTRYSIDE PKWY E E VETERANS PKWY DS@561W E VETERANS PKWY 93 94 97 80 Rigid0130-001 COUNTRYSIDE PKWY DS@561W E E VETERANS PKWY 90 92 91 80 Rigid0130-001 Page: 19Overview Pavement Condition Report IMS Infrastructure Management Services Page: 20 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # E VETERANS PKWY COUNTRYSIDE PKWY E DS@561W E VETERANS PKWY CRIMSON LN 96 98 100 82 Rigid0130-002 COUNTRYSIDE PKWY E CRIMSON LN DS@561W E VETERANS PKWY 90 99 90 74 Rigid0130-002 COUNTRYSIDE PKWY E CRIMSON LN MCHUGH RD 93 92 100 81 Rigid0130-003 COUNTRYSIDE PKWY E MCHUGH RD CRIMSON LN 90 92 100 74 Rigid0130-003 92 95 97 78Average: Std. Dev. 2 3 5 4 COUNTRYSIDE PKWY E MCHUGH RD DS@174W MCHUGH RD 95 97 100 82 Rigid0130-004 COUNTRYSIDE PKWY E DS@174W MCHUGH RD MCHUGH RD 91 94 100 73 Rigid0130-004 COUNTRYSIDE PKWY E DS@174W MCHUGH RD DS@834W MCHUGH RD 95 96 100 83 Rigid0130-005 COUNTRYSIDE PKWY E DS@834W MCHUGH RD DS@174W MCHUGH RD 91 94 90 81 Rigid0130-005 93 95 96 81Average: Std. Dev. 3 1 7 3 COUNTRYSIDE PKWY E DS@834W MCHUGH RD DS@1494W MCHUGH RD 94 93 100 82 Rigid0131-001 COUNTRYSIDE PKWY E DS@1494W MCHUGH RD DS@834W MCHUGH RD 95 97 99 81 Rigid0131-001 COUNTRYSIDE PKWY E DS@1494W MCHUGH RD MARKETVIEW DR 94 92 100 84 Rigid0131-002 COUNTRYSIDE PKWY E MARKETVIEW DR DS@1494W MCHUGH RD 91 93 86 83 Rigid0131-002 COUNTRYSIDE PKWY E MARKETVIEW DR W COUNTRYSIDE PKWY 70 55 69 80 Rigid0131-003 COUNTRYSIDE PKWY E W COUNTRYSIDE PKWY MARKETVIEW DR 95 99 100 79 Rigid0131-003 89 87 91 81Average: Std. Dev.11 19 14 2 COUNTRYSIDE PKWY W W KENDALL DR CENTER PKWY 91 84 100 84 Flexible0378-001 91 84 100 84Average: Std. Dev. 0 0 0 0 COUNTRYSIDE PKWY W CENTER PKWY PALMER CT 95 93 100 85 Flexible0378-002 COUNTRYSIDE PKWY W PALMER CT CENTER PKWY 98 100 100 87 Flexible0378-002 COUNTRYSIDE PKWY W PALMER CT E KENDALL DR 98 97 100 88 Flexible0378-003 COUNTRYSIDE PKWY W E KENDALL DR PALMER CT 98 96 100 90 Flexible0378-003 COUNTRYSIDE PKWY E KENDALL DR E COUNTRYSIDE 98 100 100 86 Flexible0378-004 Page: 20Overview Pavement Condition Report IMS Infrastructure Management Services Page: 21 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # W PKWY COUNTRYSIDE PKWY W E COUNTRYSIDE PKWY E KENDALL DR 96 94 100 87 Flexible0378-004 97 97 100 87Average: Std. Dev. 1 3 0 1 CRANSTON CIR GRANDE TRL HOBBS LN 94 90 100 86 Flexible0106-001 CRANSTON CIR HOBBS LN DS@660W HOBBS LN 98 99 100 87 Flexible0106-002 CRANSTON CIR DS@660W HOBBS LN DS@1320W HOBBS LN 95 91 100 87 Flexible0106-003 CRANSTON CIR DS@1320W HOBBS LN GRANDE TRL 95 91 100 86 Flexible0106-004 96 93 100 87Average: Std. Dev. 2 4 0 1 CRESTWOOD DR LAUREN DR WEST END 98 99 100 86 Flexible0107-001 98 99 100 86Average: Std. Dev. 0 0 0 0 CRIMSON LN SOUTH END ORCHID ST 92 94 100 77 Flexible0108-001 CRIMSON LN ORCHID ST AUTUMN CREEK BLVD 88 88 100 72 Flexible0108-002 CRIMSON LN AUTUMN CREEK BLVD DS@660N AUTUMN CREEK BLVD 97 93 100 90 Flexible0108-003 CRIMSON LN DS@660N AUTUMN CREEK BLVD SAGE CT 97 93 100 90 Flexible0108-004 CRIMSON LN SAGE CT EMERALD LN 92 85 100 86 Flexible0108-005 93 90 100 83Average: Std. Dev. 5 4 0 10 CRIMSON LN E COUNTRYSIDE PKWY PRAIRIE POINTE DR 89 90 100 74 Flexible0109-001 CRIMSON LN PRAIRIE POINTE DR NORTH END 95 90 100 87 Flexible0109-002 92 90 100 80Average: Std. Dev. 0 0 0 0 CROOKED CREEK DR SOUTH END TRILLIUM CT 95 88 100 90 Flexible0110-001 CROOKED CREEK DR TRILLIUM CT CITY LIMIT 94 86 100 90 Flexible0110-002 95 87 100 90Average: Std. Dev. 0 0 0 0 CROOKER DR WEST END BRADY ST 71 78 100 42 Flexible0111-001 CROOKER DR BRADY ST TUSCANY TRL 73 86 100 39 Flexible0111-002 72 82 100 40Average: Std. Dev. 0 0 0 0 CRYDER CT CRYDER WAY EAST END 84 88 100 62 Flexible0112-001 Page: 21Overview Pavement Condition Report IMS Infrastructure Management Services Page: 22 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 84 88 100 62Average: Std. Dev. 0 0 0 0 CRYDER WAY MCLELLAN BLVD DS@660N MCLELLAN BLVD 77 75 100 57 Flexible0113-001 CRYDER WAY DS@660N MCLELLAN BLVD CRYDER CT 72 70 100 51 Flexible0113-002 CRYDER WAY CRYDER CT MCLELLAN BLVD 74 63 100 63 Flexible0113-003 74 70 100 56Average: Std. Dev. 3 5 0 6 CYPRESS LN DIEHL FARM RD WEST END 84 78 100 72 Flexible0114-001 84 78 100 72Average: Std. Dev. 0 0 0 0 DAKOTA DR HEARTLAND DR TUMA RD 90 93 100 72 Flexible0115-001 90 93 100 72Average: Std. Dev. 0 0 0 0 DALTON AVE LANDMARK AVE FREEMONT ST 86 89 100 66 Flexible0116-001 86 89 100 66Average: Std. Dev. 0 0 0 0 DEER ST BEAVER ST DS@660E BEAVER ST 87 94 100 65 Flexible0117-001 DEER ST DS@660E BEAVER ST WOLF ST 79 61 100 76 Flexible0117-002 DEER ST BEAVER ST SCHOOLHOUSE RD 85 93 100 60 Flexible0117-003 84 84 100 67Average: Std. Dev. 4 18 0 8 DEERPATH DR E SPRING ST DS@660N E SPRING ST 87 80 100 77 Flexible0118-001 DEERPATH DR DS@660N E SPRING ST CLEARWATER DR 89 87 100 77 Flexible0118-002 88 83 100 77Average: Std. Dev. 0 0 0 0 DEERPOINT LN HAMPTON LN PARKSIDE LN 83 84 100 65 Flexible0119-001 DEERPOINT LN PARKSIDE LN PRAIRIE CROSSING DR 85 81 100 71 Flexible0119-002 84 82 100 69Average: Std. Dev. 0 0 0 0 DENISE CT ALAN DALE LN WEST END 89 88 100 75 Flexible0120-001 89 88 100 75Average: Std. Dev. 0 0 0 0 DICKSON CT NORTH END E KENDALL DR 91 84 100 84 Flexible0121-001 DICKSON CT E KENDALL DR SOUTH END 91 82 100 86 Flexible0121-002 Page: 22Overview Pavement Condition Report IMS Infrastructure Management Services Page: 23 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 91 83 100 85Average: Std. Dev. 0 0 0 0 DIEHL FARM RD JOHN ST CYPRESS LN 83 80 100 67 Flexible0122-001 DIEHL FARM RD CYPRESS LN COTTONWOOD TRL 83 84 100 65 Flexible0122-002 DIEHL FARM RD COTTONWOOD TRL W VETERANS PKWY 78 89 100 47 Flexible0122-003 82 84 100 61Average: Std. Dev. 3 4 0 10 DOLPH ST W MORGAN ST WEST END 92 87 100 84 Flexible0379-001 92 87 100 84Average: Std. Dev. 0 0 0 0 DOLPH ST W S MAIN ST STATE ST 93 89 100 84 Flexible0380-001 DOLPH ST W STATE ST ADRIAN ST 90 79 100 86 Flexible0380-002 92 84 100 85Average: Std. Dev. 0 0 0 0 DOVER CT N NORTH END FAIRHAVEN DR 83 81 100 68 Flexible0123-001 83 81 100 68Average: Std. Dev. 0 0 0 0 DOVER CT S FAIRHAVEN DR SOUTH END 78 68 100 68 Flexible0124-001 78 68 100 68Average: Std. Dev. 0 0 0 0 DRAYTON CT WINDETT RIDGE RD WEST END 85 79 100 75 Flexible0125-001 85 79 100 75Average: Std. Dev. 0 0 0 0 DUNBAR CT WHITEKIRK LN NORTH END 96 91 100 89 Flexible0126-001 96 91 100 89Average: Std. Dev. 0 0 0 0 DYDYNA CT BENJAMIN ST EAST END 92 86 100 85 Flexible0442-001 92 86 100 85Average: Std. Dev. 0 0 0 0 ELDEN DR WINTERBERRY DR GOLDENROD DR 93 90 100 83 Flexible0145-001 ELDEN DR GOLDENROD DR DS@660N GOLDENROD DR 94 88 100 88 Flexible0145-002 ELDEN DR DS@660N GOLDENROD DR MCMURTRIE WAY 92 83 100 88 Flexible0145-003 93 86 100 87Average: Std. Dev. 1 3 0 2 ELIZABETH ST S MAIN ST DS@660W S MAIN ST 76 73 100 56 Flexible0146-001 ELIZABETH ST DS@660W S MAIN ST WEST END 71 62 100 56 Flexible0146-002 Page: 23Overview Pavement Condition Report IMS Infrastructure Management Services Page: 24 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 74 68 100 56Average: Std. Dev. 0 0 0 0 ELLSWORTH CT ELLSWORTH DR EAST END 92 91 100 80 Flexible0147-001 92 91 100 80Average: Std. Dev. 0 0 0 0 ELLSWORTH DR GRANDE TRL ELLSWORTH CT 94 90 100 85 Flexible0148-001 ELLSWORTH DR ELLSWORTH CT DS@660S ELLSWORTH CT 91 81 100 86 Flexible0148-002 ELLSWORTH DR DS@660S ELLSWORTH CT DS@1320S ELLSWORTH CT 96 94 100 86 Flexible0148-003 ELLSWORTH DR DS@1320S ELLSWORTH CT GRANDE TRL 98 100 100 85 Flexible0148-004 94 90 100 86Average: Std. Dev. 3 7 0 1 ELM ST FREEMONT ST DS@660E FREEMONT ST 65 56 100 46 Flexible0149-001 ELM ST DS@660E FREEMONT ST MCHUGH RD 65 61 100 41 Flexible0149-002 65 58 100 44Average: Std. Dev. 0 0 0 0 EMERALD LN KENNEDY RD MADDEN CT 87 90 100 69 Flexible0150-001 EMERALD LN MADDEN CT COBALT DR 89 93 100 70 Flexible0150-002 EMERALD LN COBALT DR CRIMSON LN 89 91 100 72 Flexible0150-003 EMERALD LN CRIMSON LN CORAL DR 84 88 100 63 Flexible0150-004 EMERALD LN CORAL DR ORCHID ST 85 79 100 74 Flexible0150-005 EMERALD LN ORCHID ST DS@660S ORCHID ST 83 82 100 67 Flexible0150-006 EMERALD LN DS@660S ORCHID ST SIENNA DR 85 84 100 69 Flexible0150-007 EMERALD LN SIENNA DR SOUTH END 85 87 100 66 Flexible0150-008 86 87 100 69Average: Std. Dev. 3 5 0 3 EMERALD LN KENNEDY RD VIOLET CT 91 82 100 87 Flexible0432-001 EMERALD LN VIOLET CT RUBY DR 93 85 100 89 Flexible0432-002 EMERALD LN RUBY DR SLATE DR 96 90 100 91 Flexible0432-003 94 86 100 89Average: Std. Dev. 2 4 0 2 ESSEX CT FAIRHAVEN DR NORTH END 84 80 100 71 Flexible0151-001 84 80 100 71Average: Std. Dev. 0 0 0 0 EVERGREEN LN JOHN ST DS@660S JOHN ST 74 60 100 65 Flexible0152-001 EVERGREEN LN DS@660S JOHN ST DS@1320S JOHN ST 78 69 100 67 Flexible0152-002 EVERGREEN LN DS@1320S JOHN ST WILLOW WAY 80 72 100 68 Flexible0152-003 Page: 24Overview Pavement Condition Report IMS Infrastructure Management Services Page: 25 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 77 66 100 66Average: Std. Dev. 3 6 0 2 FAIRFAX WAY S BRIDGE ST DS@660E S BRIDGE ST 95 97 100 80 Flexible0153-001 FAIRFAX WAY DS@660E S BRIDGE ST PHELPS CT 95 91 100 86 Flexible0153-002 FAIRFAX WAY PHELPS CT DS@660E PHELPS CT 94 90 100 86 Flexible0153-003 FAIRFAX WAY DS@660E PHELPS CT KENTSHIRE DR 96 96 100 86 Flexible0153-004 FAIRFAX WAY KENTSHIRE DR SUTTON ST 94 88 100 87 Flexible0153-005 FAIRFAX WAY SUTTON ST WINDETT RIDGE RD 95 91 100 87 Flexible0153-006 FAIRFAX WAY WINDETT RIDGE RD DS@338E WINDETT RIDGE RD 92 89 100 81 Flexible0153-007 95 92 100 85Average: Std. Dev. 1 4 0 3 FAIRFAX WAY DS@338E WINDETT RIDGE RD FAIRFIELD AVE 87 73 100 85 Flexible0153-008 FAIRFAX WAY FAIRFIELD AVE HEARTHSTONE AVE 86 76 100 80 Flexible0153-009 FAIRFAX WAY HEARTHSTONE AVE RICHMOND AVE 86 74 100 82 Flexible0153-010 87 74 100 83Average: Std. Dev. 1 1 0 3 FAIRFIELD AVE COACH RD FAIRFAX WAY 95 94 100 83 Flexible0154-001 95 94 100 83Average: Std. Dev. 0 0 0 0 FAIRHAVEN DR BOOMER LN NEWBURY CT 91 91 100 76 Flexible0155-001 91 91 100 76Average: Std. Dev. 0 0 0 0 FAIRHAVEN DR NEWBURY CT ESSEX CT 87 88 100 69 Flexible0155-002 FAIRHAVEN DR ESSEX CT DOVER CT S 83 79 100 70 Flexible0155-003 FAIRHAVEN DR DOVER CT S DS@660E DOVER CT S 86 88 100 68 Flexible0155-004 FAIRHAVEN DR DS@660E DOVER CT S CHESHIRE CT 88 91 100 69 Flexible0155-005 FAIRHAVEN DR CHESHIRE CT CANNONBALL TRL 87 91 100 66 Flexible0155-006 86 87 100 69Average: Std. Dev. 2 4 0 1 FARMSTEAD DR MCHUGH RD HEARTLAND DR 91 94 100 73 Flexible0156-001 91 94 100 73Average: Std. Dev. 0 0 0 0 FAWN RIDGE CT EAST END COUNTRY HILLS DR 88 87 100 73 Flexible0157-001 88 87 100 73Average: Std. Dev. 0 0 0 0 Page: 25Overview Pavement Condition Report IMS Infrastructure Management Services Page: 26 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # FAXON RD CITY LIMIT DS@660E CITY LIMIT 86 80 100 76 Flexible0158-001 FAXON RD DS@660E CITY LIMIT DS@1320E CITY LIMIT 84 71 100 79 Flexible0158-002 FAXON RD DS@1320E CITY LIMIT DS@1980E CITY LIMIT 83 74 100 73 Flexible0158-003 FAXON RD DS@1980E CITY LIMIT EDAMAIN RD 77 80 100 52 Flexible0158-004 83 76 100 72Average: Std. Dev. 3 5 0 10 FAXON RD CITY LIMIT DS@660E CITY LIMIT 98 100 100 85 Flexible0159-001 FAXON RD DS@660E CITY LIMIT DS@1320E CITY LIMIT 96 88 100 93 Flexible0159-002 97 94 100 89Average: Std. Dev. 0 0 0 0 FAXON RD DS@1320E CITY LIMIT HIGH RIDGE LN 95 98 100 79 Flexible0159-003 FAXON RD HIGH RIDGE LN ALICE AVE 87 94 100 64 Flexible0159-004 89 95 100 68Average: Std. Dev. 0 0 0 0 FAXON RD ALICE AVE DS@660E ALICE AVE 80 84 100 55 Flexible0159-005 80 84 100 55Average: Std. Dev. 0 0 0 0 FAXON RD DS@660E ALICE AVE DS@1320E ALICE AVE 87 85 100 72 Flexible0160-001 FAXON RD DS@1320E ALICE AVE DS@1980E ALICE AVE 80 73 100 66 Flexible0160-002 FAXON RD DS@1980E ALICE AVE ALAN DALE LN 88 93 100 68 Flexible0160-003 FAXON RD ALAN DALE LN DS@660E ALAN DALE LN 87 86 100 73 Flexible0160-004 FAXON RD DS@660E ALAN DALE LN WINTERBERRY DR 88 88 100 72 Flexible0160-005 FAXON RD WINTERBERRY DR MCMURTRIE WAY 86 83 100 72 Flexible0160-006 FAXON RD MCMURTRIE WAY CITY LIMIT 93 90 100 83 Flexible0160-007 86 84 100 71Average: Std. Dev. 4 7 0 4 FIR CT NORWAY CIR NORTH END 80 80 100 59 Flexible0161-001 80 80 100 59Average: Std. Dev. 0 0 0 0 FITZHUGH TURN WINDETT RIDGE RD SOUTH END 94 93 100 82 Flexible0162-001 94 93 100 82Average: Std. Dev. 0 0 0 0 FLINT CREEK LN POPLAR DR REDHORSE LN 90 85 100 80 Flexible0163-001 90 85 100 80Average: Std. Dev. 0 0 0 0 FONTANA DR LONGVIEW DR WHEATON AVE 97 100 100 84 Flexible0164-001 Page: 26Overview Pavement Condition Report IMS Infrastructure Management Services Page: 27 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 97 100 100 84Average: Std. Dev. 0 0 0 0 FOX ST E EAST END MILL ST 80 71 100 69 Flexible0132-001 80 71 100 69Average: Std. Dev. 0 0 0 0 FOX ST E MILL ST HEUSTIS ST 84 80 100 71 Flexible0132-002 FOX ST E HEUSTIS ST BELL ST 83 70 100 78 Flexible0132-003 83 73 100 76Average: Std. Dev. 0 0 0 0 FOX ST E BELL ST S BRIDGE ST 98 100 100 85 Flexible0132-004 98 100 100 85Average: Std. Dev. 0 0 0 0 FOX ST W S BRIDGE ST S MAIN ST 96 100 100 82 Flexible0381-001 96 100 100 82Average: Std. Dev. 0 0 0 0 FOX ST W S MAIN ST STATE ST 93 96 100 78 Flexible0381-002 FOX ST W STATE ST MORGAN ST 90 92 100 73 Flexible0381-003 FOX ST W MORGAN ST DS@660W MORGAN ST 88 94 100 66 Flexible0381-004 90 94 100 71Average: Std. Dev. 2 2 0 6 FOX ST W DS@660W MORGAN ST WHITE OAK WAY 97 100 100 84 Flexible0382-001 FOX ST W WHITE OAK WAY DS@660W WHITE OAK WAY 97 98 100 85 Flexible0382-002 97 99 100 84Average: Std. Dev. 0 0 0 0 FOX ST W DS@660W WHITE OAK WAY DS@1320W WHITE OAK WAY 89 96 100 68 Flexible0382-003 FOX ST W DS@1320W WHITE OAK WAY DS@1980W WHITE OAK WAY 87 92 100 65 Flexible0382-004 FOX ST W DS@1980W WHITE OAK WAY DS@2640W WHITE OAK WAY 88 90 100 71 Flexible0382-005 88 93 100 68Average: Std. Dev. 1 3 0 3 FOX ST W DS@2640W WHITE OAK WAY POPLAR DR 97 96 100 87 Flexible0383-001 97 96 100 87Average: Std. Dev. 0 0 0 0 Page: 27Overview Pavement Condition Report IMS Infrastructure Management Services Page: 28 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # FREEDOM PL KENNEDY RD GRANDE TRL 91 97 100 71 Flexible0165-001 FREEDOM PL GRANDE TRL KENNEDY RD 86 88 100 68 Flexible0165-001 89 93 100 70Average: Std. Dev. 0 0 0 0 FREEMONT ST SOUTH END E SPRING ST 89 77 100 86 Flexible0166-001 FREEMONT ST E SPRING ST E SOMONAUK ST 89 78 100 86 Flexible0166-002 FREEMONT ST E SOMONAUK ST E PARK ST 91 84 100 85 Flexible0166-003 FREEMONT ST E PARK ST ELM ST 88 72 100 89 Flexible0166-004 FREEMONT ST ELM ST JACKSON ST 89 74 100 89 Flexible0166-005 89 77 100 87Average: Std. Dev. 1 4 0 2 FREEMONT ST JACKSON ST WALNUT ST 91 79 100 90 Flexible0166-006 91 79 100 90Average: Std. Dev. 0 0 0 0 FREEMONT ST WALNUT ST DALTON AVE 86 84 100 72 Flexible0166-007 FREEMONT ST DALTON AVE LANDMARK AVE 88 93 100 68 Flexible0166-008 87 91 100 69Average: Std. Dev. 0 0 0 0 GAME FARM RD VETERANS PKWY CITY LIMIT 98 100 100 86 Flexible0167-001 GAME FARM RD CITY LIMIT DS@660S CITY LIMIT 98 100 100 86 Flexible0167-002 GAME FARM RD DS@660S CITY LIMIT DS@1320S CITY LIMIT 98 100 100 86 Flexible0167-003 GAME FARM RD DS@1320S CITY LIMIT DS@1980S CITY LIMIT 98 100 100 86 Flexible0167-004 GAME FARM RD DS@1980S CITY LIMIT W SOMONAUK ST 97 100 100 83 Flexible0167-005 98 100 100 86Average: Std. Dev. 0 0 0 1 GARDEN CIR GARDEN ST DS@660S GARDEN ST 87 93 100 66 Flexible0168-001 GARDEN CIR DS@660S GARDEN ST DS@1320S GARDEN ST 89 96 100 67 Flexible0168-002 GARDEN CIR DS@1320S GARDEN ST GARDEN ST 85 80 100 73 Flexible0168-003 88 92 100 68Average: Std. Dev. 2 5 0 3 GARDEN ST S BRIDGE ST WOOD SAGE AVE 89 96 100 67 Flexible0169-001 GARDEN ST WOOD SAGE AVE GARDEN CIR 90 91 100 74 Flexible0169-002 89 95 100 68Average: Std. Dev. 0 0 0 0 GARDINER AVE BERTRAM DR HARRISON ST 83 74 100 75 Flexible0170-001 GARDINER AVE HARRISON ST PIERPONT LN 83 73 100 74 Flexible0170-002 GARDINER AVE PIERPONT LN BERTRAM DR 82 74 100 70 Flexible0170-003 Page: 28Overview Pavement Condition Report IMS Infrastructure Management Services Page: 29 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 83 73 100 73Average: Std. Dev. 0 1 0 2 GILLESPIE LN EAST END BEECHER RD 92 96 100 75 Flexible0172-001 92 96 100 75Average: Std. Dev. 0 0 0 0 GLENEAGLES LN WHITEKIRK LN SHETLAND CT 93 85 100 88 Flexible0173-001 93 85 100 88Average: Std. Dev. 0 0 0 0 GOLDENROD DR MCMURTRIE WAY DS@660S MCMURTRIE WAY 89 76 100 88 Flexible0174-001 GOLDENROD DR DS@660S MCMURTRIE WAY ELDEN DR 93 85 100 89 Flexible0174-002 91 81 100 89Average: Std. Dev. 0 0 0 0 GOLDFINCH AVE WREN RD HAWK HOLLOW DR 95 96 100 83 Flexible0175-001 GOLDFINCH AVE HAWK HOLLOW DR BLUEBERRY HILL 91 85 100 84 Flexible0175-002 GOLDFINCH AVE BLUEBERRY HILL HAWK HOLLOW DR 96 96 100 86 Flexible0175-003 94 93 100 84Average: Std. Dev. 3 6 0 2 GRACE DR E SPRING ST DS@699E E SPRING ST 89 88 100 74 Flexible0176-001 GRACE DR DS@699E E SPRING ST OMAHA DR 89 87 100 76 Flexible0176-002 89 87 100 75Average: Std. Dev. 0 0 0 0 GRANDE TRAIL CT GRANDE TRL EAST END 91 85 100 82 Flexible0177-001 91 85 100 82Average: Std. Dev. 0 0 0 0 GRANDE TRL SUNSET AVE SQUIRE CIR 78 86 100 49 Flexible0178-001 GRANDE TRL SQUIRE CIR PATRIOT CT 73 75 100 47 Flexible0178-002 GRANDE TRL PATRIOT CT SQUIRE CIR 72 79 100 42 Flexible0178-003 GRANDE TRL SQUIRE CIR MCLELLAN BLVD 78 88 100 46 Flexible0178-004 75 82 100 46Average: Std. Dev. 3 6 0 3 GRANDE TRL MCLELLAN BLVD BURR ST 79 94 100 43 Flexible0178-005 GRANDE TRL BURR ST AMERICAN WAY 75 88 100 40 Flexible0178-006 77 92 100 42Average: Std. Dev. 0 0 0 0 GRANDE TRL AMERICAN WAY CRANSTON CIR 95 100 100 79 Flexible0178-007 Page: 29Overview Pavement Condition Report IMS Infrastructure Management Services Page: 30 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # GRANDE TRL CRANSTON CIR HOBBS LN 98 100 100 85 Flexible0178-008 GRANDE TRL HOBBS LN GRANDE TRAIL CT 98 100 100 87 Flexible0178-009 GRANDE TRL GRANDE TRAIL CT CRANSTON CIR 98 100 100 87 Flexible0178-010 GRANDE TRL CRANSTON CIR ELLSWORTH DR 98 100 100 86 Flexible0178-011 GRANDE TRL ELLSWORTH DR HOLLENBACK CT 96 100 100 82 Flexible0178-012 GRANDE TRL HOLLENBACK CT ELLSWORTH DR 95 99 100 80 Flexible0178-013 GRANDE TRL ELLSWORTH DR JUSTICE DR 98 100 100 86 Flexible0178-014 97 100 100 84Average: Std. Dev. 1 0 0 3 GRANDE TRL JUSTICE DR MCLELLAN BLVD 82 90 100 55 Flexible0178-015 GRANDE TRL MCLELLAN BLVD DS@660N MCLELLAN BLVD 82 90 100 56 Flexible0178-016 GRANDE TRL DS@660N MCLELLAN BLVD CONSTITUTION WAY 81 88 100 55 Flexible0178-017 GRANDE TRL CONSTITUTION WAY FREEDOM PL 84 90 100 61 Flexible0178-018 GRANDE TRL FREEDOM PL DS@660N FREEDOM PL 87 90 100 67 Flexible0178-019 GRANDE TRL DS@660N FREEDOM PL MATLOCK DR 80 82 100 59 Flexible0178-020 83 88 100 59Average: Std. Dev. 3 4 0 5 GREEN BRIAR RD WALSH DR DS@660E WALSH DR 74 74 82 63 Flexible-G0179-001 GREEN BRIAR RD DS@660E WALSH DR WALSH DR 77 76 83 66 Flexible-G0179-001 GREEN BRIAR RD DS@660E WALSH DR CORNERSTONE DR 80 86 86 64 Flexible-G0179-002 GREEN BRIAR RD CORNERSTONE DR DS@660E WALSH DR 80 83 86 66 Flexible-G0179-002 GREEN BRIAR RD CORNERSTONE DR DS@660E CORNERSTONE DR 78 88 86 56 Flexible-G0179-003 GREEN BRIAR RD DS@660E CORNERSTONE DR CORNERSTONE DR 74 79 82 56 Flexible-G0179-003 GREEN BRIAR RD DS@660E CORNERSTONE DR S BRIDGE ST 82 99 93 51 Flexible-G0179-004 GREEN BRIAR RD S BRIDGE ST DS@660E CORNERSTONE DR 83 84 84 75 Flexible-G0179-004 78 83 85 62Average: Std. Dev. 4 8 3 7 GREENFIELD TURN COUNTRY HILLS DR MEADOWLARK LN 87 94 100 65 Flexible0180-001 GREENFIELD TURN MEADOWLARK LN MEADOWLARK LN 89 97 100 66 Flexible0180-002 GREENFIELD TURN MEADOWLARK LN DS@660W MEADOWLARK LN 87 92 100 67 Flexible0180-003 GREENFIELD TURN DS@660W MEADOWLARK LN SUNNY DELL CT 83 75 100 73 Flexible0180-004 GREENFIELD TURN SUNNY DELL CT DS@660W SUNNY DELL CT 80 69 100 72 Flexible0180-005 GREENFIELD TURN DS@660W SUNNY DELL CT CLOVER CT 92 96 100 74 Flexible0180-006 86 87 100 69Average: Std. Dev. 4 13 0 4 HALEY CT HOMESTEAD DR WEST END 82 69 100 77 Flexible0181-001 Page: 30Overview Pavement Condition Report IMS Infrastructure Management Services Page: 31 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 82 69 100 77Average: Std. Dev. 0 0 0 0 HALF MOON DR WINCHESTER LN BRISTOL BAY DR 86 79 100 76 Flexible0182-001 86 79 100 76Average: Std. Dev. 0 0 0 0 HAMPTON LN COUNTRY HILLS DR DS@660E COUNTRY HILLS DR 88 87 100 73 Flexible0183-001 HAMPTON LN DS@660E COUNTRY HILLS DR DEERPOINT LN 88 88 100 72 Flexible0183-002 HAMPTON LN DEERPOINT LN INGEMUNSON LN 89 92 100 71 Flexible0183-003 HAMPTON LN INGEMUNSON LN BLUEBIRD LN 88 87 100 73 Flexible0183-004 HAMPTON LN BLUEBIRD LN DS@660E BLUEBIRD LN 91 94 100 75 Flexible0183-005 HAMPTON LN DS@660E BLUEBIRD LN CANARY AVE 90 93 100 72 Flexible0183-006 HAMPTON LN CANARY AVE PRAIRIE CROSSING DR 89 88 100 74 Flexible0183-007 89 90 100 73Average: Std. Dev. 2 4 0 2 HARRISON ST GARDINER AVE BERTRAM DR 89 79 100 84 Flexible0184-001 89 79 100 84Average: Std. Dev. 0 0 0 0 HARVEST TRL COUNTRY HILLS DR EAST END 91 96 100 72 Flexible0186-001 91 96 100 72Average: Std. Dev. 0 0 0 0 HAWK HOLLOW DR PRAIRIE CROSSING DR GOLDFINCH AVE 95 99 100 78 Flexible0187-001 95 99 100 78Average: Std. Dev. 0 0 0 0 HAWTHORNE CT WALSH DR WEST END 84 82 100 68 Flexible0188-001 84 82 100 68Average: Std. Dev. 0 0 0 0 HAYDEN DR MCHUGH RD WILD INDIGO LN 92 97 100 74 Flexible0189-001 HAYDEN DR WILD INDIGO LN PRAIRIE CLOVER DR 86 90 100 66 Flexible0189-002 HAYDEN DR PRAIRIE CLOVER DR PRAIRIE ROSE LN 85 84 100 68 Flexible0189-003 HAYDEN DR PRAIRIE ROSE LN CONEFLOWER CT 85 86 100 66 Flexible0189-004 HAYDEN DR CONEFLOWER CT SWITCHGRASS LN 87 90 100 69 Flexible0189-005 HAYDEN DR SWITCHGRASS LN PRAIRE GRASS LN 84 78 100 73 Flexible0189-006 HAYDEN DR PRAIRE GRASS LN DS@660N PRAIRE GRASS LN 88 86 100 74 Flexible0189-007 HAYDEN DR DS@660N PRAIRE GRASS LN BLUESTEM DR 83 77 100 72 Flexible0189-008 Page: 31Overview Pavement Condition Report IMS Infrastructure Management Services Page: 32 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 86 86 100 70Average: Std. Dev. 2 6 0 4 HAZELTINE WAY KINGSMILL ST BANBURY AVE 92 100 100 70 Flexible0190-001 HAZELTINE WAY BANBURY AVE WESTON AVE 87 90 100 67 Flexible0190-002 HAZELTINE WAY WESTON AVE RAINTREE RD 93 99 100 73 Flexible0190-003 91 97 100 70Average: Std. Dev. 3 5 0 2 HEARTHSTONE AVE FAIRFAX WAY MANCHESTER LN 86 73 100 83 Flexible0191-001 HEARTHSTONE AVE MANCHESTER LN DS@660N MANCHESTER LN 94 90 100 85 Flexible0191-002 HEARTHSTONE AVE DS@660N MANCHESTER LN PARKSIDE LN 87 77 100 81 Flexible0191-003 90 82 100 83Average: Std. Dev. 5 10 0 2 HEARTLAND DR HOMESTEAD DR DS@660W HOMESTEAD DR 86 85 100 70 Flexible0192-001 HEARTLAND DR DS@660W HOMESTEAD DR DAKOTA DR 90 96 100 70 Flexible0192-002 HEARTLAND DR DAKOTA DR MISTWOOD CT 86 85 100 71 Flexible0192-003 HEARTLAND DR MISTWOOD CT DS@660W MISTWOOD CT 89 90 100 72 Flexible0192-004 HEARTLAND DR DS@660W MISTWOOD CT DS@1320W MISTWOOD CT 87 87 100 72 Flexible0192-005 HEARTLAND DR DS@1320W MISTWOOD CT FARMSTEAD DR 86 83 100 72 Flexible0192-006 HEARTLAND DR FARMSTEAD DR DS@660W FARMSTEAD DR 87 88 100 71 Flexible0192-007 HEARTLAND DR DS@660W FARMSTEAD DR ARROWHEAD DR 89 91 100 73 Flexible0192-008 87 88 100 71Average: Std. Dev. 1 3 0 1 HENNING LN ALDEN AVE ROOD ST 82 85 100 59 Flexible0193-001 HENNING LN ROOD ST CRYDER WAY 78 68 100 67 Flexible0193-002 80 76 100 63Average: Std. Dev. 0 0 0 0 HERITAGE DR HEARTLAND DR MCHUGH RD 95 100 100 78 Flexible0194-001 95 100 100 78Average: Std. Dev. 0 0 0 0 HEUSTIS ST E ORANGE ST E WASHINGTON ST 98 100 100 86 Flexible0195-001 HEUSTIS ST E WASHINGTON ST E FOX ST 97 100 100 84 Flexible0195-002 97 100 100 85Average: Std. Dev. 0 0 0 0 HEUSTIS ST E FOX ST DS@660N E FOX ST 87 91 100 68 Flexible0195-003 Page: 32Overview Pavement Condition Report IMS Infrastructure Management Services Page: 33 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # HEUSTIS ST DS@660N E FOX ST E VAN EMMON ST 91 99 100 68 Flexible0195-004 HEUSTIS ST E VAN EMMON ST E HYDRAULIC AVE 88 91 100 69 Flexible0195-005 88 92 100 68Average: Std. Dev. 2 3 0 1 HIGH RIDGE LN FAXON RD IROQOIS LN 94 99 100 76 Flexible0196-001 HIGH RIDGE LN IROQOIS LN CANYON TRAIL CT 92 94 100 76 Flexible0196-002 HIGH RIDGE LN CANYON TRAIL CT WHITE PLAINS LN 92 99 100 72 Flexible0196-003 HIGH RIDGE LN WHITE PLAINS LN WESTERN LN 92 96 100 75 Flexible0196-004 92 97 100 75Average: Std. Dev. 1 2 0 2 HIGH RIDGE LN WESTERN LN BLACKBERRY SHORE LN 93 90 100 83 Flexible0196-005 93 90 100 83Average: Std. Dev. 0 0 0 0 HIGHPOINT RD W CITY LIMIT DS@660S CITY LIMIT 100 100 100 90 Flexible0384-001 HIGHPOINT RD W DS@660S CITY LIMIT DS@1320S CITY LIMIT 72 70 58 76 Flexible0384-002 HIGHPOINT RD W DS@1320S CITY LIMIT DS@1980S CITY LIMIT 78 88 78 61 Flexible0384-003 HIGHPOINT RD W DS@1980S CITY LIMIT DS@2640S CITY LIMIT 83 86 78 76 Flexible0384-004 HIGHPOINT RD W DS@2640S CITY LIMIT DS@3300S CITY LIMIT 86 84 100 72 Flexible0384-005 HIGHPOINT RD W DS@3300S CITY LIMIT BUDD RD 93 94 100 79 Flexible0384-006 HIGHPOINT RD W BUDD RD STAGECOACH TRAIL 85 85 88 76 Flexible0384-007 84 86 85 75Average: Std. Dev. 8 9 16 8 HIGHPOINT RD W STAGECOACH TRAIL DS@660S STAGECOACH TRAIL 88 89 100 72 Flexible0384-008 HIGHPOINT RD W DS@660S STAGECOACH TRAIL DS@1320S STAGECOACH TRAIL 85 90 100 64 Flexible0384-009 HIGHPOINT RD W DS@1320S STAGECOACH TRAIL CITY LIMIT 93 97 100 75 Flexible0384-010 88 91 100 69Average: Std. Dev. 3 3 0 6 HILLCREST AVE PRAIRIE LN CENTER PKWY 87 69 100 89 Flexible0197-001 HILLCREST AVE CENTER PKWY SUNSET AVE 81 55 100 87 Flexible0197-002 85 64 100 88Average: Std. Dev. 0 0 0 0 HOBBS CT HOBBS LN SOUTH END 98 99 100 86 Flexible0198-001 98 99 100 86Average: Std. Dev. 0 0 0 0 HOBBS LN GRANDE TRL HOBBS CT 95 91 100 86 Flexible0199-001 HOBBS LN HOBBS CT CRANSTON CIR 95 91 100 87 Flexible0199-002 Page: 33Overview Pavement Condition Report IMS Infrastructure Management Services Page: 34 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 95 91 100 87Average: Std. Dev. 0 0 0 0 HOLLENBACK CT GRANDE TRL EAST END 94 93 100 83 Flexible0200-001 94 93 100 83Average: Std. Dev. 0 0 0 0 HOMESTEAD DR ARROWHEAD DR HALEY CT 88 88 100 72 Flexible0201-001 HOMESTEAD DR HALEY CT OMAHA DR 91 96 100 72 Flexible0201-002 HOMESTEAD DR OMAHA DR DS@660W OMAHA DR 84 79 100 71 Flexible0201-003 HOMESTEAD DR DS@660W OMAHA DR WHEATLAND CT 85 79 100 73 Flexible0201-004 HOMESTEAD DR WHEATLAND CT DS@660W WHEATLAND CT 90 96 100 70 Flexible0201-005 HOMESTEAD DR DS@660W WHEATLAND CT HEARTLAND DR 87 88 100 69 Flexible0201-006 88 89 100 71Average: Std. Dev. 4 9 0 1 HONEYSUCKLE LN ALAN DALE LN CATALPA TRL 95 90 100 89 Flexible0202-001 HONEYSUCKLE LN CATALPA TRL SUMAC DR 93 82 100 90 Flexible0202-002 94 87 100 89Average: Std. Dev. 0 0 0 0 HYDRAULIC AVE E MILL ST HEUSTIS ST 83 72 100 75 Flexible0133-001 HYDRAULIC AVE E HEUSTIS ST S BRIDGE ST 89 89 100 73 Flexible0133-002 87 84 100 74Average: Std. Dev. 0 0 0 0 HYDRAULIC AVE W E HYDRAULIC AVE S MAIN ST 89 94 100 69 Flexible0385-001 HYDRAULIC AVE W S MAIN ST STATE ST 88 99 100 62 Flexible0385-002 HYDRAULIC AVE W STATE ST ADAMS ST 82 89 100 56 Flexible0385-003 HYDRAULIC AVE W ADAMS ST MORGAN ST 92 100 100 70 Flexible0385-004 88 96 100 65Average: Std. Dev. 4 4 0 6 HYDRAULIC AVE W MORGAN ST WEST END 98 98 100 87 Flexible0385-005 98 98 100 87Average: Std. Dev. 0 0 0 0 IDENTA RD STAGECOACH TRAIL DS@660W STAGECOACH TRAIL 93 100 100 74 Flexible0203-001 IDENTA RD DS@660W STAGECOACH TRAIL CITY LIMIT 89 90 100 73 Flexible0203-002 91 96 100 74Average: Std. Dev. 0 0 0 0 ILLINI CT ILLINI DR SOUTH END 74 63 100 61 Flexible0204-001 Page: 34Overview Pavement Condition Report IMS Infrastructure Management Services Page: 35 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 74 63 100 61Average: Std. Dev. 0 0 0 0 ILLINI DR WALTER ST ILLINI CT 77 66 100 66 Flexible0205-001 ILLINI DR ILLINI CT MILL ST 83 74 100 73 Flexible0205-002 80 70 100 70Average: Std. Dev. 0 0 0 0 INDEPENDENCE BLVD NORTH END JOHN ST 92 84 100 86 Flexible0206-001 INDEPENDENCE BLVD JOHN ST DS@660W JOHN ST 90 79 100 87 Flexible0206-002 INDEPENDENCE BLVD DS@660W JOHN ST CANNONBALL TRL 90 77 100 88 Flexible0206-003 90 78 100 88Average: Std. Dev. 0 2 0 1 INDEPENDENCE CT CANNONBALL TRL WEST END 87 70 100 88 Flexible0207-001 87 70 100 88Average: Std. Dev. 0 0 0 0 INGEMUNSON LN PRAIRIE CROSSING DR DS@660N PRAIRIE CROSSING 89 95 100 69 Flexible0208-001 INGEMUNSON LN DS@660N PRAIRIE CROSSING HAMPTON LN 86 88 100 68 Flexible0208-002 88 93 100 69Average: Std. Dev. 0 0 0 0 IROQOIS LN WESTERN LN WHITE PLAINS LN 91 93 100 75 Flexible0209-001 IROQOIS LN WHITE PLAINS LN DS@660N WHITE PLAINS LN 90 88 100 78 Flexible0209-002 IROQOIS LN DS@660N WHITE PLAINS LN DS@1320N WHITE PLAINS LN 91 94 100 74 Flexible0209-003 IROQOIS LN DS@1320N WHITE PLAINS LN HIGH RIDGE LN 90 91 100 75 Flexible0209-004 91 91 100 76Average: Std. Dev. 1 3 0 2 JACKSON ST BRISTOL AVE DS@660E BRISTOL AVE 97 96 100 88 Flexible0210-001 JACKSON ST DS@660E BRISTOL AVE FREEMONT ST 98 94 100 91 Flexible0210-002 97 96 100 89Average: Std. Dev. 0 0 0 0 JACKSON ST FREEMONT ST DS@660E FREEMONT ST 59 43 100 44 Flexible0210-003 JACKSON ST DS@660E FREEMONT ST MARTIN AVE 66 70 100 35 Flexible0210-004 Page: 35Overview Pavement Condition Report IMS Infrastructure Management Services Page: 36 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 62 54 100 40Average: Std. Dev. 0 0 0 0 JOHN ST INDEPENDENCE BLVD DS@660W INDEPENDENCE BLVD 89 72 100 90 Flexible0212-001 JOHN ST DS@660W INDEPENDENCE BLVD CANNONBALL TRL 85 63 100 89 Flexible0212-002 JOHN ST CANNONBALL TRL CORNELL LN 96 94 100 86 Flexible0212-003 91 78 100 88Average: Std. Dev. 5 14 0 3 JOHN ST SOUTH END WILLOW WAY 88 80 100 81 Flexible0213-001 JOHN ST WILLOW WAY WILLOW WAY 83 71 100 77 Flexible0213-002 JOHN ST WILLOW WAY EVERGREEN LN 89 84 100 80 Flexible0213-003 JOHN ST EVERGREEN LN COTTONWOOD TRL 85 82 100 70 Flexible0213-004 JOHN ST COTTONWOOD TRL ASPEN LN 78 70 100 66 Flexible0213-005 JOHN ST ASPEN LN WHITE PINE CT 80 75 100 65 Flexible0213-006 JOHN ST WHITE PINE CT DIEHL FARM RD 85 81 100 72 Flexible0213-007 JOHN ST DIEHL FARM RD ASPEN LN 77 69 100 63 Flexible0213-008 JOHN ST ASPEN LN CHESTNUT LN 73 69 100 54 Flexible0213-009 83 76 100 71Average: Std. Dev. 5 7 0 9 JOHN ST CHESTNUT LN SYCAMORE RD 80 75 100 64 Flexible0214-001 JOHN ST SYCAMORE RD CHESTNUT LN 83 74 100 75 Flexible0214-002 JOHN ST CHESTNUT LN EAST END 88 80 100 80 Flexible0214-003 83 75 100 71Average: Std. Dev. 3 2 0 8 JOHNSON ST BEHRENS ST MAIN ST 87 70 100 88 Flexible0215-001 JOHNSON ST MAIN ST SOUTH END 88 83 100 77 Flexible0215-002 88 77 100 82Average: Std. Dev. 0 0 0 0 KATE DR CLEARWATER DR DS@660W CLEARWATER DR 87 83 100 74 Flexible0216-001 KATE DR DS@660W CLEARWATER DR OMAHA DR 89 86 100 77 Flexible0216-002 88 84 100 75Average: Std. Dev. 0 0 0 0 KELLY AVE POPLAR DR KELLY CT 88 87 100 74 Flexible0217-001 KELLY AVE KELLY CT DS@660N KELLY CT 86 80 100 75 Flexible0217-002 KELLY AVE DS@660N KELLY CT POPLAR DR 86 81 100 75 Flexible0217-003 KELLY AVE POPLAR DR REDHORSE LN 88 84 100 77 Flexible0217-004 KELLY AVE REDHORSE LN EAST END 85 75 100 77 Flexible0217-005 Page: 36Overview Pavement Condition Report IMS Infrastructure Management Services Page: 37 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 87 82 100 76Average: Std. Dev. 1 3 0 1 KELLY CT KELLY AVE SOUTH END 88 91 100 70 Flexible0218-001 88 91 100 70Average: Std. Dev. 0 0 0 0 KENDALL DR E W COUNTRYSIDE PKWY MULHERN CT 97 100 100 84 Flexible0134-001 KENDALL DR E MULHERN CT DS@660S MULHERN CT 92 87 100 84 Flexible0134-002 KENDALL DR E DS@660S MULHERN CT DICKSON CT 94 90 100 85 Flexible0134-003 KENDALL DR E DICKSON CT DS@660S DICKSON CT 91 85 100 84 Flexible0134-004 KENDALL DR E DS@660S DICKSON CT CENTER PKWY 95 94 100 85 Flexible0134-005 93 90 100 84Average: Std. Dev. 2 6 0 1 KENDALL DR W CENTER PKWY ANDERSON CT 96 93 100 87 Flexible0386-001 KENDALL DR W ANDERSON CT DS@672S ANDERSON CT 96 93 100 87 Flexible0386-002 KENDALL DR W DS@672S ANDERSON CT STRAWBERRY LN 96 94 100 87 Flexible0386-003 KENDALL DR W STRAWBERRY LN DS@660S STRAWBERRY LN 93 90 100 84 Flexible0386-004 KENDALL DR W DS@660S STRAWBERRY LN W BLACKBERRY LN 97 99 100 85 Flexible0386-005 KENDALL DR W W BLACKBERRY LN DS@660S W BLACKBERRY LN 96 94 100 87 Flexible0386-006 KENDALL DR W DS@660S W BLACKBERRY LN W COUNTRYSIDE PKWY 96 96 100 86 Flexible0386-007 KENDALL DR W W COUNTRYSIDE PKWY POWERS CT 97 100 100 84 Flexible0386-008 KENDALL DR W POWERS CT CENTER PKWY 98 100 100 86 Flexible0386-009 96 95 100 86Average: Std. Dev. 2 4 0 1 KENNEDY RD CITY LIMIT EMERALD LN 92 100 100 74 Flexible0219-001 KENNEDY RD EMERALD LN DS@660E EMERALD LN 88 96 100 68 Flexible0219-002 KENNEDY RD DS@660E EMERALD LN DS@1320E EMERALD LN 79 83 61 82 Flexible0219-003 86 93 87 75Average: Std. Dev. 7 9 23 7 KENNEDY RD DS@1320E EMERALD LN DS@1980E EMERALD LN 96 99 100 84 Flexible0219-004 KENNEDY RD DS@1980E EMERALD LN DS@2640E EMERALD LN 94 94 100 85 Flexible0219-005 Page: 37Overview Pavement Condition Report IMS Infrastructure Management Services Page: 38 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # KENNEDY RD DS@2640E EMERALD LN BRISTOL RIDGE RD 83 84 78 80 Flexible0219-006 93 95 97 84Average: Std. Dev. 4 5 7 1 KENNEDY RD BRISTOL RIDGE RD DS@800E BRISTOL RIDGE RD 95 100 100 82 Flexible0219-007 KENNEDY RD DS@800E BRISTOL RIDGE RD THEREAS AVE 93 91 98 86 Flexible0219-008 KENNEDY RD THEREAS AVE DS@660E THEREAS AVE 96 99 100 85 Flexible0219-009 KENNEDY RD DS@660E THEREAS AVE DS@1320E THEREAS AVE 97 100 100 86 Flexible0219-010 KENNEDY RD DS@1320E THEREAS AVE DS@1980E THEREAS AVE 96 97 100 86 Flexible0219-011 KENNEDY RD DS@1980E THEREAS AVE FREEDOM PL 95 96 100 85 Flexible0219-012 KENNEDY RD FREEDOM PL DS@660E FREEDOM PL 92 96 92 83 Flexible0219-013 KENNEDY RD DS@660E FREEDOM PL DS@1320E FREEDOM PL 94 95 100 83 Flexible0219-014 KENNEDY RD DS@1320E FREEDOM PL BAILEY RD 96 100 100 84 Flexible0219-015 KENNEDY RD BAILEY RD MILL RD 95 98 100 84 Flexible0219-016 KENNEDY RD MILL RD MILL RD 97 100 100 86 Flexible0219-017 KENNEDY RD MILL RD GALENA RD 96 100 100 84 Flexible0219-018 95 98 99 84Average: Std. Dev. 2 3 3 2 KENNEDY RD N BRIDGE ST W LEXINGTON CIR 85 94 100 61 Flexible0220-001 KENNEDY RD W LEXINGTON CIR MARKETVIEW DR 83 99 100 51 Flexible0220-002 KENNEDY RD MARKETVIEW DR DS@660E MARKETVIEW DR 83 100 100 49 Flexible0220-003 KENNEDY RD DS@660E MARKETVIEW DR E LEXINGTON CIR 85 94 100 60 Flexible0220-004 KENNEDY RD E LEXINGTON CIR DS@660E E LEXINGTON CIR 78 99 100 39 Flexible0220-005 KENNEDY RD DS@660E E LEXINGTON CIR MCHUGH RD 81 100 100 44 Flexible0220-006 KENNEDY RD MCHUGH RD DS@660E MCHUGH RD 80 100 100 42 Flexible0220-007 KENNEDY RD DS@660E MCHUGH RD PRAIRIE MEADOWS DR 83 100 100 49 Flexible0220-008 KENNEDY RD PRAIRIE MEADOWS DR DS@660E PRAIRIE MEADOWS D 76 92 79 54 Flexible0220-009 81 98 97 49Average: Std. Dev. 3 4 9 7 KENNEDY RD DS@660E PRAIRIE MEADOWS D CHRISTY LN 91 99 100 71 Flexible0220-010 KENNEDY RD CHRISTY LN DS@660E CHRISTY LN 82 86 83 72 Flexible0220-011 KENNEDY RD DS@660E CHRISTY AUTUMN CREEK 92 100 100 74 Flexible0220-012 Page: 38Overview Pavement Condition Report IMS Infrastructure Management Services Page: 39 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # LN BLVD KENNEDY RD AUTUMN CREEK BLVD CITY LIMIT 93 100 100 76 Flexible0220-013 89 95 94 73Average: Std. Dev. 6 8 10 2 KENTSHIRE DR WINDETT RIDGE RD CAULFIELD PT 93 90 100 84 Flexible0221-001 KENTSHIRE DR CAULFIELD PT DS@660W CAULFIELD PT 96 94 100 86 Flexible0221-002 95 93 100 85Average: Std. Dev. 0 0 0 0 KENTSHIRE DR DS@660W CAULFIELD PT WILTON CT 89 82 100 81 Flexible0222-001 KENTSHIRE DR WILTON CT FAIRFAX WAY 93 90 100 84 Flexible0222-002 92 88 100 83Average: Std. Dev. 0 0 0 0 KING ST W RIVER ST W MAIN ST 72 70 100 50 Flexible0223-001 KING ST W MAIN ST W CENTER ST 77 91 100 41 Flexible0223-002 KING ST W CENTER ST W SOMONAUK ST 88 88 100 72 Flexible0223-003 80 84 100 56Average: Std. Dev. 8 10 0 17 KINGSMILL CT KINGSMILL ST NORTH END 89 85 100 77 Flexible0224-001 89 85 100 77Average: Std. Dev. 0 0 0 0 KINGSMILL ST RAINTREE RD WESTON AVE 93 97 100 75 Flexible0225-001 KINGSMILL ST WESTON AVE BANBURY AVE 90 99 100 66 Flexible0225-002 KINGSMILL ST BANBURY AVE BALTRUSOL CT 85 85 100 68 Flexible0225-003 88 92 100 69Average: Std. Dev. 4 9 0 4 KINGSMILL ST BANBURY AVE BALTRUSOL CT 96 98 100 82 Flexible0226-001 KINGSMILL ST BALTRUSOL CT VILLAGE VIEW DR 92 91 100 79 Flexible0226-002 KINGSMILL ST VILLAGE VIEW DR HAZELTINE WAY 87 79 100 79 Flexible0226-003 91 89 100 79Average: Std. Dev. 3 7 0 1 LANDMARK AVE N BRIDGE ST DALTON AVE 95 100 100 77 Flexible0227-001 LANDMARK AVE DALTON AVE FREEMONT ST 83 80 100 67 Flexible0227-002 LANDMARK AVE FREEMONT ST DS@660E FREEMONT ST 91 92 100 75 Flexible0227-003 LANDMARK AVE DS@660E FREEMONT ST MARKETPLACE DR 91 100 100 68 Flexible0227-004 91 94 100 74Average: Std. Dev. 4 7 0 4 Page: 39Overview Pavement Condition Report IMS Infrastructure Management Services Page: 40 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # LAUREN DR NORTH END CALEDONIA DR 98 100 100 86 Flexible0228-001 LAUREN DR CALEDONIA DR CRESTWOOD DR 98 100 100 86 Flexible0228-002 LAUREN DR CRESTWOOD DR SHADOW WOOD DR 99 100 100 89 Flexible0228-003 99 100 100 88Average: Std. Dev. 1 0 0 2 LAVENDER WAY AUTUMN CREEK BLVD SIENNA DR 90 87 100 78 Flexible0231-001 LAVENDER WAY SIENNA DR DS@660N SIENNA DR 86 76 100 80 Flexible0231-002 LAVENDER WAY DS@660N SIENNA DR ORCHID ST 89 83 100 81 Flexible0231-003 88 82 100 79Average: Std. Dev. 3 7 0 1 LEHMAN CROSSING BERRYWOOD LN NORTH END 82 78 100 68 Flexible0232-001 82 78 100 68Average: Std. Dev. 0 0 0 0 LEISURE ST PRAIRIE LN DS@660E PRAIRIE LN 89 76 100 87 Flexible0233-001 89 76 100 87Average: Std. Dev. 0 0 0 0 LEISURE ST DS@660E PRAIRIE LN SUNSET AVE 92 85 100 86 Flexible0234-001 92 85 100 86Average: Std. Dev. 0 0 0 0 LIBERTY ST SOUTH END E MAIN ST 91 87 100 80 Flexible0235-001 LIBERTY ST E MAIN ST E CENTER ST 88 89 100 71 Flexible0235-002 LIBERTY ST E CENTER ST E SPRING ST 87 85 100 73 Flexible0235-003 LIBERTY ST E SPRING ST E SOMONAUK ST 85 76 100 76 Flexible0235-004 LIBERTY ST E SOMONAUK ST E PARK ST 79 59 100 79 Flexible0235-005 86 79 100 75Average: Std. Dev. 4 13 0 4 LILAC CT SLATE DR NORTH END 89 76 100 88 Flexible0434-001 89 76 100 88Average: Std. Dev. 0 0 0 0 LILAC WY EMERALD LN DS@660N EMERALD LN 94 86 100 90 Flexible0433-001 LILAC WY DS@660N EMERALD LN SLATE DR 91 77 100 91 Flexible0433-002 93 83 100 90Average: Std. Dev. 0 0 0 0 LONGVIEW DR CALEDONIA DR FONTANA DR 98 100 100 87 Flexible0236-001 LONGVIEW DR FONTANA DR SHADOW WOOD DR 95 93 100 85 Flexible0236-002 Page: 40Overview Pavement Condition Report IMS Infrastructure Management Services Page: 41 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 96 96 100 86Average: Std. Dev. 0 0 0 0 LYMAN LOOP MCLELLAN BLVD BURR ST 94 90 100 86 Flexible0237-001 LYMAN LOOP BURR ST DS@312W BURR ST 95 91 100 86 Flexible0237-002 LYMAN LOOP DS@312W BURR ST DS@972W BURR ST 93 88 100 86 Flexible0237-003 LYMAN LOOP DS@972W BURR ST MCLELLAN BLVD 94 90 100 86 Flexible0237-004 94 90 100 86Average: Std. Dev. 1 1 0 0 MADDEN CT EMERALD LN NORTH END 89 90 100 72 Flexible0238-001 89 90 100 72Average: Std. Dev. 0 0 0 0 MADISON CT W MADISON ST WEST END 89 78 100 85 Flexible0239-001 89 78 100 85Average: Std. Dev. 0 0 0 0 MADISON ST W WEST END MADISON CT 91 84 100 84 Flexible0387-001 MADISON ST W MADISON CT MORGAN ST 90 80 100 86 Flexible0387-002 90 81 100 86Average: Std. Dev. 0 0 0 0 MADISON ST W MORGAN ST ADAMS ST 87 91 100 68 Flexible0387-003 MADISON ST W ADAMS ST STATE ST 88 90 100 71 Flexible0387-004 MADISON ST W STATE ST S MAIN ST 90 97 100 68 Flexible0387-005 88 93 100 69Average: Std. Dev. 2 4 0 2 MADISON ST W S MAIN ST JEFFERSON ST 88 91 100 70 Flexible0387-006 88 91 100 70Average: Std. Dev. 0 0 0 0 MAIN ST E JOHNSON ST OAKWOOD ST 98 100 100 85 Flexible0135-001 MAIN ST E OAKWOOD ST BRUELL ST 96 96 100 84 Flexible0135-002 MAIN ST E BRUELL ST WOODWORTH ST 77 70 100 63 Flexible0135-003 MAIN ST E WOODWORTH ST MCHUGH RD 73 61 100 61 Flexible0135-004 88 84 100 75Average: Std. Dev.13 20 0 13 MAIN ST E MCHUGH RD WORSLEY ST 82 78 100 67 Flexible0136-001 MAIN ST E WORSLEY ST SANDERS CT 92 100 100 70 Flexible0136-002 MAIN ST E SANDERS CT DS@660W SANDERS CT 82 78 100 66 Flexible0136-003 83 81 100 67Average: Std. Dev. 3 7 0 2 MAIN ST E DS@660W SANDERS LIBERTY ST 80 70 100 70 Flexible0136-004 Page: 41Overview Pavement Condition Report IMS Infrastructure Management Services Page: 42 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # CT MAIN ST E LIBERTY ST COLTON ST 80 81 100 59 Flexible0136-005 MAIN ST E COLTON ST W MAIN ST 82 86 100 60 Flexible0136-006 81 80 100 62Average: Std. Dev. 1 6 0 5 MAIN ST S S BRIDGE ST ELIZABETH ST 96 100 96 83 Rigid0329-000 96 100 96 83Average: Std. Dev. 0 0 0 0 MAIN ST S ELIZABETH ST PAVEMENT CHANGE 99 100 100 89 Flexible0329-001 MAIN ST S PAVEMENT CHANGE W BEECHER ST 98 96 100 90 Flexible0329-002 MAIN ST S W BEECHER ST W DOLPH ST 93 82 100 91 Flexible0329-003 MAIN ST S W DOLPH ST W ORANGE ST 95 88 100 90 Flexible0329-004 MAIN ST S W ORANGE ST W WASHINGTON ST 96 92 100 90 Flexible0329-005 MAIN ST S W WASHINGTON ST W FOX ST 92 80 100 91 Flexible0329-006 MAIN ST S W FOX ST W RIDGE ST 93 85 100 88 Flexible0329-007 MAIN ST S W RIDGE ST W MADISON ST 98 99 100 86 Flexible0329-008 MAIN ST S W MADISON ST W VAN EMMON ST 93 94 100 80 Flexible0329-009 MAIN ST S W VAN EMMON ST W HYDRAULIC AVE 87 77 100 80 Flexible0329-010 94 88 100 88Average: Std. Dev. 3 8 0 4 MAIN ST W E MAIN ST CHURCH ST 82 74 100 71 Flexible0388-001 MAIN ST W CHURCH ST KING ST 90 99 100 67 Flexible0388-002 MAIN ST W KING ST WEST END 81 87 100 56 Flexible0388-003 85 86 100 66Average: Std. Dev. 5 14 0 7 MARKETPLACE DR MCHUGH RD LANDMARK AVE 90 100 100 66 Flexible0241-001 MARKETPLACE DR LANDMARK AVE DS@660N LANDMARK AVE 91 100 100 68 Flexible0241-002 MARKETPLACE DR DS@660N LANDMARK AVE E VETERANS PKWY 87 98 100 59 Flexible0241-003 90 100 100 65Average: Std. Dev. 2 1 0 4 MARKETVIEW DR KENNEDY RD DS@660S KENNEDY RD 92 93 94 81 Rigid0242-001 MARKETVIEW DR DS@660S KENNEDY RD CARPENTER ST 92 95 92 80 Rigid0242-002 MARKETVIEW DR CARPENTER ST MENARD DR 92 95 93 81 Rigid0242-003 MARKETVIEW DR MENARD DR DS@660S MENARD DR 89 93 92 76 Rigid0242-004 MARKETVIEW DR DS@660S MENARD DR E COUNTRYSIDE PKWY 89 96 87 76 Rigid0242-005 91 94 92 79Average: Std. Dev. 2 1 1 3 MARQUETTE ST BERTRAM DR BURNETT ST 78 69 100 67 Flexible0243-001 Page: 42Overview Pavement Condition Report IMS Infrastructure Management Services Page: 43 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # MARQUETTE ST BURNETT ST DS@660N BURNETT ST 90 87 100 79 Flexible0243-002 MARQUETTE ST DS@660N BURNETT ST BURNETT ST 83 74 100 74 Flexible0243-003 86 80 100 75Average: Std. Dev. 6 10 0 6 MARTIN AVE JACKSON ST CITY LIMIT 87 88 100 71 Flexible0244-001 87 88 100 71Average: Std. Dev. 0 0 0 0 MATLOCK DR BERRYWOOD LN GRANDE TRL 78 82 100 54 Flexible0245-001 78 82 100 54Average: Std. Dev. 0 0 0 0 MCHUGH RD CITY LIMIT MARTIN AVE 91 100 100 69 Flexible0246-001 91 100 100 69Average: Std. Dev. 0 0 0 0 MCHUGH RD MARTIN AVE ELM ST 94 98 100 77 Flexible0246-002 MCHUGH RD ELM ST E PARK ST 86 77 100 78 Flexible0246-003 MCHUGH RD E PARK ST E SOMONAUK ST 92 91 100 79 Flexible0246-004 91 88 100 78Average: Std. Dev. 4 11 0 1 MCHUGH RD E SOMONAUK ST E SPRING ST 92 89 100 82 Flexible0246-005 MCHUGH RD E SPRING ST DS@660S E SPRING ST 98 100 100 86 Flexible0246-006 MCHUGH RD DS@660S E SPRING ST E MAIN ST 93 86 100 86 Flexible0246-007 95 94 100 85Average: Std. Dev. 4 8 0 2 MCHUGH RD KENNEDY RD BLUESTEM DR 93 99 100 74 Flexible0247-001 MCHUGH RD BLUESTEM DR DS@660S BLUESTEM DR 90 96 100 69 Flexible0247-002 MCHUGH RD DS@660S BLUESTEM DR HAYDEN DR 90 96 100 70 Flexible0247-003 MCHUGH RD HAYDEN DR DS@660S HAYDEN DR 83 90 100 59 Flexible0247-004 MCHUGH RD DS@660S HAYDEN DR PRAIRIE POINTE DR 89 91 100 71 Flexible0247-005 MCHUGH RD PRAIRIE POINTE DR E COUNTRYSIDE PKWY 87 91 100 66 Flexible0247-006 88 94 100 67Average: Std. Dev. 4 4 0 6 MCHUGH RD E COUNTRYSIDE PKWY DS@660S E COUNTRYSIDE PKW 73 53 80 81 Rigid0247-007 MCHUGH RD DS@660S E DS@1320S E 90 92 90 79 Rigid0247-008 Page: 43Overview Pavement Condition Report IMS Infrastructure Management Services Page: 44 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # COUNTRYSIDE PKW COUNTRYSIDE PK MCHUGH RD DS@1320S E COUNTRYSIDE PK E VETERANS PKWY 84 77 83 83 Rigid0247-009 82 73 85 81Average: Std. Dev.10 23 6 2 MCHUGH RD E VETERANS PKWY FARMSTEAD DR 63 43 70 74 Rigid0247-010 63 43 70 74Average: Std. Dev. 0 0 0 0 MCHUGH RD FARMSTEAD DR CITY LIMIT 80 88 100 51 Flexible0247-011 MCHUGH RD CITY LIMIT MARKETPLACE DR 90 100 100 66 Flexible0247-012 MCHUGH RD MARKETPLACE DR HERITAGE DR 86 96 100 59 Flexible0247-013 MCHUGH RD HERITAGE DR CITY LIMIT 82 85 100 60 Flexible0247-014 84 90 100 60Average: Std. Dev. 3 8 0 2 MCLELLAN BLVD GRANDE TRL CONSTITUTION WAY 84 87 100 63 Flexible0248-001 MCLELLAN BLVD CONSTITUTION WAY CRYDER WAY 85 90 100 62 Flexible0248-002 MCLELLAN BLVD CRYDER WAY ALDEN AVE 87 90 100 68 Flexible0248-003 MCLELLAN BLVD ALDEN AVE DS@660S ALDEN AVE 85 91 100 63 Flexible0248-004 MCLELLAN BLVD DS@660S ALDEN AVE CRYDER WAY 76 81 100 50 Flexible0248-005 MCLELLAN BLVD CRYDER WAY GRANDE TRL 79 88 100 49 Flexible0248-006 82 88 100 58Average: Std. Dev. 4 4 0 8 MCLELLAN BLVD GRANDE TRL DS@660S GRANDE TRL 77 71 100 62 Flexible0248-007 MCLELLAN BLVD DS@660S GRANDE TRL LYMAN LOOP 83 75 100 72 Flexible0248-008 79 72 100 65Average: Std. Dev. 0 0 0 0 MCMURTRIE CT ALAN DALE LN WEST END 97 94 100 89 Flexible0249-001 97 94 100 89Average: Std. Dev. 0 0 0 0 MCMURTRIE WAY ALAN DALE LN GOLDENROD DR 98 94 100 91 Flexible0250-001 MCMURTRIE WAY GOLDENROD DR ELDEN DR 95 88 100 90 Flexible0250-002 MCMURTRIE WAY ELDEN DR DS@660E ELDEN DR 96 91 100 90 Flexible0250-003 MCMURTRIE WAY DS@660E ELDEN DR DS@1320E ELDEN DR 94 87 100 89 Flexible0250-004 MCMURTRIE WAY DS@1320E ELDEN DR FAXON RD 95 88 100 90 Flexible0250-005 95 89 100 90Average: Std. Dev. 1 3 0 1 MEADOW ROSE LN CANDLEBERRY LN EAST END 95 88 100 90 Flexible0251-001 95 88 100 90Average: Std. Dev. 0 0 0 0 Page: 44Overview Pavement Condition Report IMS Infrastructure Management Services Page: 45 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # MEADOWLARK CT MEADOWLARK LN WEST END 81 66 100 76 Flexible0252-001 81 66 100 76Average: Std. Dev. 0 0 0 0 MEADOWLARK LN GREENFIELD TURN MEADOWLARK CT 82 71 100 75 Flexible0253-001 MEADOWLARK LN MEADOWLARK CT DS@660N MEADOWLARK CT 89 90 100 74 Flexible0253-002 MEADOWLARK LN DS@660N MEADOWLARK CT GREENFIELD TURN 90 96 100 69 Flexible0253-003 88 87 100 73Average: Std. Dev. 3 10 0 3 MEADOWVIEW LN YELLOWSTONE LN NORTON LN 84 87 100 63 Flexible0254-001 MEADOWVIEW LN NORTON LN RED TAIL LN 79 74 100 64 Flexible0254-002 81 80 100 64Average: Std. Dev. 0 0 0 0 MENARD DR MARKETVIEW DR N BRIDGE ST 78 73 75 78 Rigid0255-001 78 73 75 78Average: Std. Dev. 0 0 0 0 MIDNIGHT PL OLIVE LN AUTUMN CREEK BLVD 95 91 100 88 Flexible0451-001 95 91 100 88Average: Std. Dev. 0 0 0 0 MILL BROOK CIR E PRESTON DR OWEN CT 77 71 100 62 Flexible0137-001 MILL BROOK CIR E OWEN CT GAINS CT 77 72 100 61 Flexible0137-002 MILL BROOK CIR E GAINS CT SHERIDAN CT 90 90 100 78 Flexible0137-003 80 76 100 66Average: Std. Dev. 6 9 0 8 MILL BROOK CIR E SHERIDAN CT KETCHUM CT 94 91 100 86 Flexible0137-004 MILL BROOK CIR E KETCHUM CT SILVER SPRING CT 91 85 100 86 Flexible0137-005 93 88 100 86Average: Std. Dev. 0 0 0 0 MILL BROOK CIR E SILVER SPRING CT BLACKHAWK BLVD 93 91 100 84 Flexible0137-006 MILL BROOK CIR E BLACKHAWK BLVD WEST END 92 91 100 81 Flexible0137-007 93 91 100 84Average: Std. Dev. 0 0 0 0 MILL RD KENNEDY RD DS@660E KENNEDY RD 76 88 100 43 Flexible0256-001 MILL RD DS@660E KENNEDY RD BIG ROCK BLVD 64 79 68 42 Flexible0256-002 MILL RD BIG ROCK BLVD DS@660E BIG ROCK BLVD 79 98 89 49 Flexible0256-003 MILL RD DS@660E BIG ROCK DS@1320E BIG ROCK 52 73 43 33 Flexible0256-004 Page: 45Overview Pavement Condition Report IMS Infrastructure Management Services Page: 46 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # BLVD BLVD MILL RD DS@1320E BIG ROCK BLVD TUSCANY TRL 58 71 48 47 Flexible0256-005 MILL RD TUSCANY TRL DS@660E TUSCANY TRL 71 86 79 47 Flexible0256-006 MILL RD DS@660E TUSCANY TRL DS@1320E TUSCANY TRL 58 71 41 51 Flexible0256-007 MILL RD DS@1320E TUSCANY TRL ALLEGIANCE CROSSING 84 90 100 63 Flexible0256-008 68 83 72 46Average: Std. Dev.11 10 23 8 MILL ST SCHOOLHOUSE RD ILLINI DR 79 69 68 89 Flexible0257-001 MILL ST ILLINI DR WALTER ST 91 82 97 88 Flexible0257-002 MILL ST WALTER ST OLSEN ST 93 83 99 90 Flexible0257-003 MILL ST OLSEN ST E ORANGE ST 94 90 100 86 Flexible0257-004 MILL ST E ORANGE ST E WASHINGTON ST 95 91 100 88 Flexible0257-005 MILL ST E WASHINGTON ST E FOX ST 98 99 100 87 Flexible0257-006 91 85 92 88Average: Std. Dev. 8 12 16 1 MILL ST E FOX ST E RIDGE ST 90 100 100 65 Flexible0257-007 MILL ST E RIDGE ST E VAN EMMON ST 87 99 100 59 Flexible0257-008 88 99 100 62Average: Std. Dev. 0 0 0 0 MILL ST E VAN EMMON ST E HYDRAULIC AVE 89 92 100 71 Flexible0257-009 89 92 100 71Average: Std. Dev. 0 0 0 0 MISTWOOD CT HEARTLAND DR SOUTH END 92 97 100 74 Flexible0258-001 92 97 100 74Average: Std. Dev. 0 0 0 0 MONTROSE CT WREN RD EAST END 93 90 100 84 Flexible0259-001 93 90 100 84Average: Std. Dev. 0 0 0 0 MORGAN ST W HYDRAULIC AVE W HYDRAULIC AVE 84 94 100 56 Flexible0260-001 MORGAN ST W HYDRAULIC AVE W VAN EMMON ST 88 90 100 70 Flexible0260-002 MORGAN ST W VAN EMMON ST W MADISON ST 86 97 100 58 Flexible0260-003 MORGAN ST W MADISON ST W RIDGE ST 76 87 100 42 Flexible0260-004 MORGAN ST W RIDGE ST W FOX ST 80 86 100 54 Flexible0260-005 82 90 100 55Average: Std. Dev. 5 5 0 9 MORGAN ST W FOX ST W WASHINGTON ST 90 80 100 85 Flexible0260-006 MORGAN ST W WASHINGTON ST W WASHINGTON ST 85 68 100 86 Flexible0260-007 MORGAN ST W WASHINGTON ST W DOLPH ST 94 90 100 86 Flexible0260-008 MORGAN ST W DOLPH ST BLAINE ST 94 90 100 85 Flexible0260-009 Page: 46Overview Pavement Condition Report IMS Infrastructure Management Services Page: 47 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 92 86 100 85Average: Std. Dev. 3 7 0 1 MULHERN CT E KENDALL DR EAST END 93 91 100 83 Flexible0261-001 93 91 100 83Average: Std. Dev. 0 0 0 0 NADEN CT CENTER PKWY EAST END 92 85 100 86 Flexible0265-001 92 85 100 86Average: Std. Dev. 0 0 0 0 NEWBURY CT FAIRHAVEN DR NORTH END 83 75 100 73 Flexible0266-001 83 75 100 73Average: Std. Dev. 0 0 0 0 NORTHLAND LN BLACKBERRY SHORE LN DS@660N BLACKBERRY SHORE 89 84 100 78 Flexible0267-001 NORTHLAND LN DS@660N BLACKBERRY SHORE WESTERN LN 83 75 100 73 Flexible0267-002 NORTHLAND LN WESTERN LN DS@660N WESTERN LN 79 71 100 66 Flexible0267-003 NORTHLAND LN DS@660N WESTERN LN YELLOWSTONE LN 86 86 100 69 Flexible0267-004 84 79 100 72Average: Std. Dev. 6 8 0 7 NORTON LN MEADOWVIEW LN CANNONBALL TRL 87 88 100 71 Flexible0268-001 87 88 100 71Average: Std. Dev. 0 0 0 0 NORWAY CIR WHITE OAK WAY DS@660N WHITE OAK WAY 89 88 100 75 Flexible0269-001 NORWAY CIR DS@660N WHITE OAK WAY NORWAY CT 86 82 100 73 Flexible0269-002 NORWAY CIR NORWAY CT DS@660N NORWAY CT 83 78 100 69 Flexible0269-003 NORWAY CIR DS@660N NORWAY CT FIR CT 79 78 100 59 Flexible0269-004 NORWAY CIR FIR CT WHITE OAK WAY 76 73 100 58 Flexible0269-005 84 81 100 69Average: Std. Dev. 5 7 0 7 NORWAY CT NORWAY CIR SOUTH END 83 88 100 61 Flexible0270-001 83 88 100 61Average: Std. Dev. 0 0 0 0 OAK ST CANNONBALL TRL WEST END 87 84 100 74 Flexible0271-001 Page: 47Overview Pavement Condition Report IMS Infrastructure Management Services Page: 48 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 87 84 100 74Average: Std. Dev. 0 0 0 0 OAKWOOD ST SOUTH END E MAIN ST 92 84 100 86 Flexible0272-001 OAKWOOD ST E MAIN ST BEHRENS ST 94 88 100 87 Flexible0272-002 93 86 100 87Average: Std. Dev. 0 0 0 0 OLD GLORY CT OLD GLORY DR NORTH END 78 74 100 62 Flexible0273-001 78 74 100 62Average: Std. Dev. 0 0 0 0 OLD GLORY DR CRYDER WAY DS@660S CRYDER WAY 79 81 100 57 Flexible0274-001 79 81 100 57Average: Std. Dev. 0 0 0 0 OLD GLORY DR DS@660S CRYDER WAY AMOS AVE 80 78 100 62 Flexible0275-001 OLD GLORY DR AMOS AVE DS@660S AMOS AVE 80 80 100 60 Flexible0275-002 OLD GLORY DR DS@660S AMOS AVE OLD GLORY CT 77 79 100 54 Flexible0275-003 OLD GLORY DR OLD GLORY CT ALDEN AVE 74 78 100 48 Flexible0275-004 OLD GLORY DR ALDEN AVE SUNSET AVE 68 70 100 40 Flexible0275-005 77 77 100 55Average: Std. Dev. 5 4 0 9 OLIVE LN PRAIRE GRASS LN MIDNIGHT PL 93 86 100 87 Flexible0450-001 OLIVE LN MIDNIGHT PL NORTH END 93 86 100 86 Flexible0450-002 93 86 100 86Average: Std. Dev. 0 0 0 0 OLSEN ST MILL ST EAST END 84 80 100 70 Flexible0276-001 84 80 100 70Average: Std. Dev. 0 0 0 0 OMAHA DR CLEARWATER DR HOMESTEAD DR 92 93 100 78 Flexible0277-001 92 93 100 78Average: Std. Dev. 0 0 0 0 OMAHA DR CLEARWATER DR KATE DR 89 88 100 75 Flexible0278-001 OMAHA DR KATE DR REDWOOD DR 89 85 100 77 Flexible0278-002 OMAHA DR REDWOOD DR GRACE DR 87 78 100 79 Flexible0278-003 OMAHA DR GRACE DR AUBURN DR 90 88 100 77 Flexible0278-004 OMAHA DR AUBURN DR E SPRING ST 91 91 100 77 Flexible0278-005 89 86 100 77Average: Std. Dev. 1 5 0 1 ORANGE ST E W ORANGE ST HEUSTIS ST 89 94 100 70 Flexible0138-001 Page: 48Overview Pavement Condition Report IMS Infrastructure Management Services Page: 49 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # ORANGE ST E HEUSTIS ST MILL ST 84 81 100 70 Flexible0138-002 87 90 100 70Average: Std. Dev. 0 0 0 0 ORANGE ST E MILL ST EAST END 71 58 100 58 Flexible0138-003 71 58 100 58Average: Std. Dev. 0 0 0 0 ORANGE ST W ADRIAN ST STATE ST 81 59 100 84 Flexible0389-001 ORANGE ST W STATE ST S MAIN ST 85 72 100 80 Flexible0389-002 ORANGE ST W S MAIN ST S BRIDGE ST 88 86 100 75 Flexible0389-003 85 72 100 80Average: Std. Dev. 4 14 0 5 ORCHID ST EMERALD LN LAVENDER WAY 89 94 100 69 Flexible0279-001 ORCHID ST LAVENDER WAY AUTUMN CREEK BLVD 94 100 100 75 Flexible0279-002 ORCHID ST AUTUMN CREEK BLVD DS@660W AUTUMN CREEK BLVD 89 85 100 77 Flexible0279-003 ORCHID ST DS@660W AUTUMN CREEK BLVD CRIMSON LN 91 90 100 78 Flexible0279-004 91 93 100 75Average: Std. Dev. 3 8 0 3 OVERLOOK CT CANNONBALL TRL ANDREA CT 89 90 100 74 Flexible0280-001 OVERLOOK CT ANDREA CT SOUTH END 83 73 100 76 Flexible0280-002 85 79 100 75Average: Std. Dev. 0 0 0 0 PALMER CT W COUNTRYSIDE PKWY NORTH END 94 90 100 86 Flexible0281-001 94 90 100 86Average: Std. Dev. 0 0 0 0 PARK ST E MCHUGH RD DS@660W MCHUGH RD 67 63 100 43 Flexible0139-001 PARK ST E DS@660W MCHUGH RD FREEMONT ST 64 60 100 40 Flexible0139-002 PARK ST E FREEMONT ST LIBERTY ST 68 64 100 46 Flexible0139-003 67 63 100 43Average: Std. Dev. 1 1 0 3 PARK ST E LIBERTY ST BRISTOL AVE 78 94 100 42 Flexible0139-004 PARK ST E BRISTOL AVE N BRIDGE ST 83 73 100 75 Flexible0139-005 81 81 100 62Average: Std. Dev. 0 0 0 0 PARKSIDE LN DEERPOINT LN DS@728W DEERPOINT LN 85 85 100 69 Flexible0285-001 Page: 49Overview Pavement Condition Report IMS Infrastructure Management Services Page: 50 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # PARKSIDE LN DS@728W DEERPOINT LN COUNTRY HILLS DR 95 100 100 77 Flexible0285-002 PARKSIDE LN COUNTRY HILLS DR HEARTHSTONE AVE 89 93 100 71 Flexible0285-003 PARKSIDE LN HEARTHSTONE AVE HATFIELD AVE 92 100 100 71 Flexible0285-004 PARKSIDE LN HATFIELD AVE DS@660W HATFIELD AVE 89 90 100 74 Flexible0285-005 PARKSIDE LN DS@660W HATFIELD AVE RAINTREE RD 89 88 100 74 Flexible0285-006 90 92 100 73Average: Std. Dev. 4 6 0 3 PARKSIDE LN RAINTREE RD WARBLER LN 91 100 100 67 Flexible0285-007 PARKSIDE LN WARBLER LN COACH RD 93 94 100 78 Flexible0285-008 92 97 100 73Average: Std. Dev. 0 0 0 0 PATRICK CT CANNONBALL TRL WEST END 95 90 100 87 Flexible0286-001 95 90 100 87Average: Std. Dev. 0 0 0 0 PATRIOT CT GRANDE TRL SOUTH END 83 69 100 79 Flexible0287-001 83 69 100 79Average: Std. Dev. 0 0 0 0 PAVILLION RD FOX RD DS@660N FOX RD 96 93 100 89 Flexible0288-001 PAVILLION RD DS@660N FOX RD DS@1320N FOX RD 99 99 100 90 Flexible0288-002 PAVILLION RD DS@1320N FOX RD DS@1980N FOX RD 99 98 100 90 Flexible0288-003 PAVILLION RD DS@1980N FOX RD SOUTH CITY LIMIT 96 92 100 89 Flexible0288-004 98 96 100 90Average: Std. Dev. 2 4 0 1 PAVILLION RD IL RT 71 DS@660N IL RT 71 95 90 100 88 Flexible0289-001 95 90 100 88Average: Std. Dev. 0 0 0 0 PAVILLION RD DS@660N IL RT 71 NORTH CITY LIMIT 94 91 100 85 Flexible0290-001 94 91 100 85Average: Std. Dev. 0 0 0 0 PENMAN RD SOUTH END PRESTWICK LN 95 88 100 89 Flexible0291-001 PENMAN RD PRESTWICK LN DS@660N PRESTWICK LN 98 100 100 87 Flexible0291-002 PENMAN RD DS@660N PRESTWICK LN SCHOOLHOUSE RD 98 100 100 87 Flexible0291-003 97 97 100 87Average: Std. Dev. 2 5 0 1 PENSACOLA ST TAMPA DR BISCAYNE LN 88 85 100 75 Flexible0292-001 PENSACOLA ST BISCAYNE LN PLEASANT CT 88 84 100 76 Flexible0292-002 Page: 50Overview Pavement Condition Report IMS Infrastructure Management Services Page: 51 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # PENSACOLA ST PLEASANT CT SARASOTA AVE 89 86 100 76 Flexible0292-003 88 85 100 76Average: Std. Dev. 1 1 0 1 PHELPS CT FAIRFAX WAY WEST END 93 93 100 80 Flexible0293-001 93 93 100 80Average: Std. Dev. 0 0 0 0 PIERPONT LN ROSENWINKEL ST GARDINER AVE 87 87 100 71 Flexible0294-001 87 87 100 71Average: Std. Dev. 0 0 0 0 PINEWOOD DR SHADOW WOOD DR DS@660N SHADOW WOOD DR 99 100 100 88 Flexible0295-001 PINEWOOD DR DS@660N SHADOW WOOD DR CALEDONIA DR 98 99 100 87 Flexible0295-002 99 100 100 88Average: Std. Dev. 0 0 0 0 PLEASANT CT PENSACOLA ST SOUTH END 88 85 100 75 Flexible0296-001 88 85 100 75Average: Std. Dev. 0 0 0 0 PLYMOUTH AVE ROSENWINKEL ST TIMBALIER ST 86 81 100 75 Flexible0297-001 PLYMOUTH AVE TIMBALIER ST DS@660E TIMBALIER ST 85 77 100 75 Flexible0297-002 PLYMOUTH AVE DS@660E TIMBALIER ST TIMBALIER ST 87 83 100 75 Flexible0297-003 PLYMOUTH AVE TIMBALIER ST BRISTOL BAY DR 89 83 100 80 Flexible0297-004 86 80 100 76Average: Std. Dev. 2 4 0 2 POPLAR DR WEST FOX ST KELLY AVE 89 91 100 72 Flexible0298-001 POPLAR DR KELLY AVE FLINT CREEK LN 93 99 100 75 Flexible0298-002 POPLAR DR FLINT CREEK LN KELLY AVE 92 96 100 74 Flexible0298-003 POPLAR DR KELLY AVE AARON LN 87 88 100 71 Flexible0298-004 POPLAR DR AARON LN WINDHAM CIR 88 88 100 73 Flexible0298-005 POPLAR DR WINDHAM CIR TYLER CREEK CT 85 84 100 68 Flexible0298-006 POPLAR DR TYLER CREEK CT SHARON LN 91 90 100 77 Flexible0298-007 POPLAR DR SHARON LN STONY CREEK LN 86 88 100 67 Flexible0298-008 POPLAR DR STONY CREEK LN WINDHAM CIR 87 88 100 69 Flexible0298-009 89 91 100 73Average: Std. Dev. 3 5 0 3 POWERS CT W KENDALL DR NORTH END 94 97 100 79 Flexible0299-001 94 97 100 79Average: Std. Dev. 0 0 0 0 PRAIRE GRASS LN AUTUMN CREEK DS@660S AUTUMN 87 77 100 82 Flexible0300-001 Page: 51Overview Pavement Condition Report IMS Infrastructure Management Services Page: 52 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # BLVD CREEK BLVD PRAIRE GRASS LN DS@660S AUTUMN CREEK BLVD OLIVE LN 88 77 100 83 Flexible0300-002 PRAIRE GRASS LN OLIVE LN HAYDEN DR 85 85 100 69 Flexible0300-003 86 81 100 76Average: Std. Dev. 1 6 0 9 PRAIRIE CLOVER DR HAYDEN DR EAST END 92 97 100 74 Flexible0301-001 92 97 100 74Average: Std. Dev. 0 0 0 0 PRAIRIE CROSSING DR COUNTRY HILLS DR TREMONT AVE 91 95 100 72 Flexible0302-001 PRAIRIE CROSSING DR TREMONT AVE DS@660N TREMONT AVE 93 99 100 73 Flexible0302-002 PRAIRIE CROSSING DR DS@660N TREMONT AVE DEERPOINT LN 87 84 100 75 Flexible0302-003 PRAIRIE CROSSING DR DEERPOINT LN INGEMUNSON LN 86 84 100 72 Flexible0302-004 PRAIRIE CROSSING DR INGEMUNSON LN HAWK HOLLOW DR 93 100 100 74 Flexible0302-005 PRAIRIE CROSSING DR HAWK HOLLOW DR HAMPTON LN 95 100 100 77 Flexible0302-006 PRAIRIE CROSSING DR HAMPTON LN WREN RD 93 99 100 73 Flexible0302-007 PRAIRIE CROSSING DR WREN RD EAST END 93 100 100 73 Flexible0302-008 91 95 100 74Average: Std. Dev. 4 8 0 2 PRAIRIE LN LEISURE ST HILLCREST AVE 98 98 100 89 Flexible0303-001 98 98 100 89Average: Std. Dev. 0 0 0 0 PRAIRIE MEADOWS DR KENNEDY RD BLUESTEM DR 83 81 100 68 Flexible0304-001 83 81 100 68Average: Std. Dev. 0 0 0 0 PRAIRIE POINTE DR MCHUGH RD CRIMSON LN 85 86 100 66 Flexible0449-001 85 86 100 66Average: Std. Dev. 0 0 0 0 PRAIRIE ROSE LN BLUESTEM DR DS@660N BLUESTEM DR 87 87 100 71 Flexible0305-001 PRAIRIE ROSE LN DS@660N BLUESTEM DR HAYDEN DR 86 85 100 71 Flexible0305-002 87 86 100 71Average: Std. Dev. 0 0 0 0 Page: 52Overview Pavement Condition Report IMS Infrastructure Management Services Page: 53 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # PRESTON DR TUSCANY LN E MILL BROOK CIR 89 93 100 71 Flexible0306-001 89 93 100 71Average: Std. Dev. 0 0 0 0 PRESTON DR TUSCANY TAIL HAVENHILL CT 72 76 100 45 Flexible0307-001 PRESTON DR HAVENHILL CT EVANS CT 67 65 100 43 Flexible0307-002 PRESTON DR EVANS CT PRESTON CT 74 81 100 46 Flexible0307-003 PRESTON DR PRESTON CT EAST END 80 87 100 55 Flexible0307-004 72 75 100 47Average: Std. Dev. 6 11 0 6 PRESTWICK LN PENMAN RD SHETLAND LN 94 90 100 86 Flexible0308-001 PRESTWICK LN SHETLAND LN WHITEKIRK LN 99 98 100 90 Flexible0308-002 97 95 100 88Average: Std. Dev. 0 0 0 0 PURCELL ST CANNONBALL TRL DS@660W CANNONBALL TRL 92 85 100 86 Flexible0309-001 92 85 100 86Average: Std. Dev. 0 0 0 0 PURCELL ST DS@660W CANNONBALL TRL N CARLY CIR 96 90 100 90 Flexible0309-002 PURCELL ST N CARLY CIR WEST END 92 84 100 87 Flexible0309-003 95 89 100 89Average: Std. Dev. 0 0 0 0 RAINTREE RD STAGECOACH TRAIL HAZELTINE WAY 95 100 100 78 Flexible0310-001 RAINTREE RD HAZELTINE WAY SUNNY DELL DR 93 100 100 73 Flexible0310-002 RAINTREE RD SUNNY DELL DR DS@660S SUNNY DELL DR 95 100 100 79 Flexible0310-003 RAINTREE RD DS@660S SUNNY DELL DR KINGSMILL ST 92 96 100 75 Flexible0310-004 RAINTREE RD KINGSMILL ST PARKSIDE LN 93 99 100 75 Flexible0310-005 94 99 100 77Average: Std. Dev. 1 1 0 2 RED TAIL CT ALAN DALE LN WEST END 84 78 100 73 Flexible0311-001 84 78 100 73Average: Std. Dev. 0 0 0 0 RED TAIL LN RED TAIL CT MEADOWVIEW LN 79 75 100 63 Flexible0312-001 79 75 100 63Average: Std. Dev. 0 0 0 0 REDBUD DR ALAN DALE LN DS@660E ALAN DALE LN 93 85 100 88 Flexible0313-001 REDBUD DR DS@660E ALAN DALE LN CATALPA TRL 88 74 100 87 Flexible0313-002 Page: 53Overview Pavement Condition Report IMS Infrastructure Management Services Page: 54 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # REDBUD DR CATALPA TRL SUMAC DR 85 68 100 86 Flexible0313-003 90 78 100 87Average: Std. Dev. 4 9 0 1 REDHORSE LN KELLY AVE FLINT CREEK LN 91 91 100 78 Flexible0314-001 REDHORSE LN FLINT CREEK LN SOUTH END 85 78 100 75 Flexible0314-002 89 86 100 77Average: Std. Dev. 0 0 0 0 REDWOOD DR OMAHA DR TAUS CIR 89 86 100 76 Flexible0315-001 89 86 100 76Average: Std. Dev. 0 0 0 0 RENA LN ELDAMAIN RD CAROLYN CT 92 99 100 72 Flexible0316-001 RENA LN CAROLYN CT NORTH END 97 93 100 90 Flexible0316-002 94 96 100 81Average: Std. Dev. 0 0 0 0 RICHMOND AVE FAIRFAX WAY COUNTRY HILLS DR 83 68 100 80 Flexible0317-004 83 68 100 80Average: Std. Dev. 0 0 0 0 RIDGE ST CITY LIMIT MAIN ST 97 93 100 90 Flexible0318-001 97 93 100 90Average: Std. Dev. 0 0 0 0 RIDGE ST E MILL ST EAST END 88 75 100 85 Flexible0140-001 88 75 100 85Average: Std. Dev. 0 0 0 0 RIDGE ST W S MAIN ST STATE ST 88 84 100 77 Flexible0390-002 RIDGE ST W STATE ST STATE ST 92 83 100 87 Flexible0390-003 RIDGE ST W STATE ST ADAMS ST 97 97 100 87 Flexible0390-004 RIDGE ST W ADAMS ST MORGAN ST 90 77 100 88 Flexible0390-005 RIDGE ST W MORGAN ST WEST END 91 82 100 86 Flexible0390-006 91 82 100 85Average: Std. Dev. 2 4 0 4 RIVER BIRCH DR EAST END RIVER BIRCH LN 83 82 100 65 Flexible0319-001 RIVER BIRCH DR RIVER BIRCH LN WEST END 82 85 100 59 Flexible0319-002 82 84 100 62Average: Std. Dev. 0 0 0 0 RIVER BIRCH LN WHITE OAK WAY RIVER BIRCH DR 82 84 100 60 Flexible0320-001 82 84 100 60Average: Std. Dev. 0 0 0 0 RIVER ST W CITY LIMIT KING ST 95 97 100 82 Flexible0391-001 Page: 54Overview Pavement Condition Report IMS Infrastructure Management Services Page: 55 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 95 97 100 82Average: Std. Dev. 0 0 0 0 RIVER ST W KING ST CHURCH ST 87 76 100 82 Flexible0391-002 RIVER ST W CHURCH ST S BRIDGE ST 98 97 100 88 Flexible0391-003 92 86 100 85Average: Std. Dev. 0 0 0 0 RODAK CT BENJAMIN ST EAST END 89 82 100 80 Flexible0441-001 89 82 100 80Average: Std. Dev. 0 0 0 0 ROOD ST ALDEN AVE DS@660S ALDEN AVE 83 72 100 76 Flexible0321-001 83 72 100 76Average: Std. Dev. 0 0 0 0 ROOD ST DS@660S ALDEN AVE HENNING LN 85 75 100 78 Flexible0322-001 85 75 100 78Average: Std. Dev. 0 0 0 0 ROSENWINKEL ST GALENA RD DS@660N GALENA RD 87 90 100 69 Flexible0323-001 ROSENWINKEL ST DS@660N GALENA RD DS@1320N GALENA RD 91 100 100 68 Flexible0323-002 ROSENWINKEL ST DS@1320N GALENA RD BERTRAM DR 91 100 100 68 Flexible0323-003 ROSENWINKEL ST BERTRAM DR PIERPONT LN 82 79 100 67 Flexible0323-004 ROSENWINKEL ST PIERPONT LN BRISTOL BAY DR 85 84 100 70 Flexible0323-005 ROSENWINKEL ST BRISTOL BAY DR PLYMOUTH AVE 87 87 100 71 Flexible0323-006 ROSENWINKEL ST PLYMOUTH AVE NORTH END 90 91 100 74 Flexible0323-007 88 91 100 69Average: Std. Dev. 3 8 0 1 ROSENWINKEL ST N BRIDGE ST DS@660E N BRIDGE ST 95 97 100 82 Flexible0324-001 ROSENWINKEL ST DS@660E N BRIDGE ST DS@1320E N BRIDGE ST 93 93 100 81 Flexible0324-002 ROSENWINKEL ST DS@1320E N BRIDGE ST EAST END 94 91 100 84 Flexible0324-003 94 94 100 82Average: Std. Dev. 1 3 0 2 RUBY DR EMERALD LN EAST END 95 88 100 91 Flexible0437-001 95 88 100 91Average: Std. Dev. 0 0 0 0 RYAN CT EAST END CALEDONIA DR 96 100 100 81 Flexible0325-001 Page: 55Overview Pavement Condition Report IMS Infrastructure Management Services Page: 56 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 96 100 100 81Average: Std. Dev. 0 0 0 0 RYAN DR CALEDONIA DR DS@660S CALEDONIA DR 94 95 100 81 Flexible0326-001 RYAN DR DS@660S CALEDONIA DR CALEDONIA DR 96 100 100 81 Flexible0326-002 95 98 100 81Average: Std. Dev. 0 0 0 0 SAGE CT CRIMSON LN WEST END 94 90 100 86 Flexible0330-001 94 90 100 86Average: Std. Dev. 0 0 0 0 SANDERS CT E MAIN ST NORTH END 63 41 100 57 Flexible0331-001 63 41 100 57Average: Std. Dev. 0 0 0 0 SARASOTA AVE BERTRAM DR PENSACOLA ST 88 73 100 87 Flexible0332-001 88 73 100 87Average: Std. Dev. 0 0 0 0 SEELEY ST ALLEGIANCE CROSSING BERRYWOOD LN 78 76 100 59 Flexible0334NEW-001 78 76 100 59Average: Std. Dev. 0 0 0 0 SEQUOIA CIR EAST END SYCAMORE RD 82 73 100 71 Flexible0335-001 82 73 100 71Average: Std. Dev. 0 0 0 0 SHADOW WOOD DR WEST END LAUREN DR 98 100 100 87 Flexible0336-001 SHADOW WOOD DR LAUREN DR PINEWOOD DR 96 97 100 84 Flexible0336-002 SHADOW WOOD DR PINEWOOD DR LONGVIEW DR 98 100 100 85 Flexible0336-003 SHADOW WOOD DR LONGVIEW DR WHEATON AVE 98 100 100 87 Flexible0336-004 97 99 100 85Average: Std. Dev. 1 2 0 2 SHETLAND CT NORTH END SHETLAND LN 97 97 100 87 Flexible0337-001 97 97 100 87Average: Std. Dev. 0 0 0 0 SHETLAND LN SHETLAND CT PRESTWICK LN 95 94 100 85 Flexible0338-001 95 94 100 85Average: Std. Dev. 0 0 0 0 SHOEGER CT SHOEGER DR NORTH END 73 67 100 56 Flexible0339-001 Page: 56Overview Pavement Condition Report IMS Infrastructure Management Services Page: 57 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 73 67 100 56Average: Std. Dev. 0 0 0 0 SHOEGER DR WEST END SHOEGER CT 83 80 100 69 Flexible0340-001 SHOEGER DR SHOEGER CT BRADY ST 72 75 100 46 Flexible0340-002 SHOEGER DR BRADY ST PRESTON DR 72 88 100 33 Flexible0340-003 75 80 100 48Average: Std. Dev. 6 7 0 16 SIENNA DR EMERALD LN LAVENDER WAY 84 82 100 69 Flexible0341-001 SIENNA DR LAVENDER WAY AUTUMN CREEK BLVD 90 93 100 72 Flexible0341-002 88 89 100 71Average: Std. Dev. 0 0 0 0 SLATE CT EMERALD LN EAST END 96 93 100 89 Flexible0436-001 96 93 100 89Average: Std. Dev. 0 0 0 0 SLATE DR LILAC WY EMERALD LN 89 73 100 90 Flexible0435-001 89 73 100 90Average: Std. Dev. 0 0 0 0 SOMONAUK ST E MCHUGH RD DS@660W MCHUGH RD 96 94 100 87 Flexible0141-001 SOMONAUK ST E DS@660W MCHUGH RD FREEMONT ST 97 97 100 87 Flexible0141-002 SOMONAUK ST E FREEMONT ST LIBERTY ST 93 88 100 86 Flexible0141-003 SOMONAUK ST E LIBERTY ST BRISTOL AVE 98 100 100 85 Flexible0141-004 SOMONAUK ST E BRISTOL AVE COLTON ST 96 98 100 84 Flexible0141-005 SOMONAUK ST E COLTON ST W SOMONAUK ST 93 91 100 82 Flexible0141-006 95 94 100 85Average: Std. Dev. 2 5 0 2 SOMONAUK ST W E SOMONAUK ST TOWER LN 95 100 100 78 Flexible0392-001 SOMONAUK ST W TOWER LN CHURCH ST 96 100 100 82 Flexible0392-002 SOMONAUK ST W CHURCH ST KING ST 98 100 100 86 Flexible0392-003 SOMONAUK ST W KING ST WEST ST 98 100 100 85 Flexible0392-004 97 100 100 83Average: Std. Dev. 2 0 0 4 SOMONAUK ST W WEST ST DS@660W WEST ST 92 85 100 85 Flexible0392-005 SOMONAUK ST W DS@660W WEST ST WEST END 87 74 100 85 Flexible0392-006 92 85 100 85Average: Std. Dev. 0 0 0 0 SPICEBUSH CT WALSH DR EAST END 91 89 100 78 Flexible0342-001 Page: 57Overview Pavement Condition Report IMS Infrastructure Management Services Page: 58 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 91 89 100 78Average: Std. Dev. 0 0 0 0 SPRING ST E BRIDGE RD COLTON ST 93 88 100 86 Flexible0142-001 SPRING ST E COLTON ST LIBERTY ST 97 96 100 88 Flexible0142-002 SPRING ST E LIBERTY ST FREEMONT ST 95 88 100 89 Flexible0142-003 SPRING ST E FREEMONT ST DS@660E FREEMONT ST 96 90 100 90 Flexible0142-004 SPRING ST E DS@660E FREEMONT ST MCHUGH RD 95 88 100 91 Flexible0142-005 95 90 100 89Average: Std. Dev. 2 4 0 2 SPRING ST E MCHUGH RD WOODWORTH ST 99 100 100 88 Flexible0142-006 SPRING ST E WOODWORTH ST BRUELL ST 99 100 100 88 Flexible0142-007 SPRING ST E BRUELL ST WACKER DR 95 91 100 88 Flexible0142-008 SPRING ST E WACKER DR TERI LN 99 96 100 92 Flexible0142-009 SPRING ST E TERI LN QUINSEY RD 95 91 100 87 Flexible0142-010 98 96 100 89Average: Std. Dev. 2 4 0 3 SPRING ST E QUINSEY RD OMAHA DR 95 97 100 81 Flexible0142-011 SPRING ST E OMAHA DR AUBURN DR 90 87 100 79 Flexible0142-012 SPRING ST E AUBURN DR GRACE DR 91 91 100 76 Flexible0142-013 SPRING ST E GRACE DR BIRCHWOOD DR 86 81 100 74 Flexible0142-014 SPRING ST E BIRCHWOOD DR DS@660E BIRCHWOOD DR 88 84 100 77 Flexible0142-015 SPRING ST E DS@660E BIRCHWOOD DR DS@1320E BIRCHWOOD DR 90 88 100 78 Flexible0142-016 SPRING ST E DS@1320E BIRCHWOOD DR BIRCHWOOD DR 87 81 100 78 Flexible0142-017 SPRING ST E BIRCHWOOD DR DEERPATH DR 89 87 100 76 Flexible0142-018 SPRING ST E DEERPATH DR CLEARWATER DR 90 88 100 77 Flexible0142-019 SPRING ST E CLEARWATER DR TUMA RD 85 76 100 76 Flexible0142-020 89 86 100 77Average: Std. Dev. 2 4 0 2 SPRING ST W N BRIDGE ST PAVEMENT CHANGE 89 84 100 78 Flexible0393-001 89 84 100 78Average: Std. Dev. 0 0 0 0 SPRING ST W PAVEMENT CHANGE CHURCH ST 93 84 100 88 Flexible0393-002 93 84 100 88Average: Std. Dev. 0 0 0 0 SPRUCE CT WHITE OAK WAY SOUTH END 74 64 100 61 Flexible0343-001 74 64 100 61Average: Std. Dev. 0 0 0 0 SQUIRE CIR GRANDE TRL DS@660W GRANDE 85 77 100 77 Flexible0344-001 Page: 58Overview Pavement Condition Report IMS Infrastructure Management Services Page: 59 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # TRL SQUIRE CIR DS@660W GRANDE TRL DS@1320W GRANDE TRL 85 71 100 81 Flexible0344-002 SQUIRE CIR DS@1320W GRANDE TRL GRANDE TRL 86 74 100 81 Flexible0344-003 85 74 100 80Average: Std. Dev. 1 3 0 2 STATE ST W HYDRAULIC AVE W VAN EMMON ST 79 92 100 45 Flexible0345-001 STATE ST W VAN EMMON ST W MADISON ST 74 80 100 45 Flexible0345-002 STATE ST W MADISON ST W RIDGE ST 84 96 100 54 Flexible0345-003 79 90 100 48Average: Std. Dev. 5 8 0 5 STATE ST W RIDGE ST W FOX ST 97 100 100 83 Flexible0345-004 STATE ST W FOX ST W WASHINGTON ST 98 100 100 85 Flexible0345-005 STATE ST W WASHINGTON ST W ORANGE ST 83 63 100 84 Flexible0345-006 STATE ST W ORANGE ST W DOLPH ST 91 82 100 86 Flexible0345-007 STATE ST W DOLPH ST W BEECHER ST 90 80 100 86 Flexible0345-008 STATE ST W BEECHER ST BLAINE ST 88 71 100 89 Flexible0345-009 92 84 100 85Average: Std. Dev. 6 16 0 2 STILLWATER CT ARROWHEAD DR WEST END 85 77 100 75 Flexible0346-001 85 77 100 75Average: Std. Dev. 0 0 0 0 STONERIDGE CIR COTTONWOOD TRL EAST END 81 76 100 66 Flexible0347-001 81 76 100 66Average: Std. Dev. 0 0 0 0 STONERIDGE CT COTTONWOOD TRL SOUTH END 86 88 100 68 Flexible0348-001 86 88 100 68Average: Std. Dev. 0 0 0 0 STONY CREEK LN POPLAR DR WINDHAM CIR 92 96 100 74 Flexible0349-001 92 96 100 74Average: Std. Dev. 0 0 0 0 STRAWBERRY LN EAST END S CONOVER CT 96 96 100 86 Flexible0350-001 STRAWBERRY LN S CONOVER CT W KENDALL DR 97 97 100 86 Flexible0350-002 96 96 100 86Average: Std. Dev. 0 0 0 0 SUMAC DR TWINLEAF TRL HONEYSUCKLE LN 90 78 100 88 Flexible0351-001 SUMAC DR HONEYSUCKLE LN DS@660S HONEYSUCKLE LN 93 82 100 90 Flexible0351-002 SUMAC DR DS@660S HONEYSUCKLE LN REDBUD DR 91 80 100 88 Flexible0351-003 Page: 59Overview Pavement Condition Report IMS Infrastructure Management Services Page: 60 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 92 80 100 89Average: Std. Dev. 2 2 0 1 SUMAC DR REDBUD DR DS@660S REDBUD DR 94 88 100 88 Flexible0351-004 SUMAC DR DS@660S REDBUD DR ALAN DALE LN 89 73 100 90 Flexible0351-005 92 81 100 89Average: Std. Dev. 0 0 0 0 SUNFLOWER CT WALSH DR EAST END 87 90 100 68 Flexible0352-001 87 90 100 68Average: Std. Dev. 0 0 0 0 SUNNY DELL CT WEST END GREENFIELD TURN 87 90 100 67 Flexible0353-001 87 90 100 67Average: Std. Dev. 0 0 0 0 SUNNY DELL LN GREENFIELD TURN RAINTREE RD 83 84 100 64 Flexible0354-001 83 84 100 64Average: Std. Dev. 0 0 0 0 SUNSET AVE HILLCREST AVE LEISURE ST 99 99 100 89 Flexible0355-001 SUNSET AVE LEISURE ST PLEASURE DR 97 97 100 87 Flexible0355-002 SUNSET AVE PLEASURE DR GEORGEANNA ST 96 96 100 86 Flexible0355-003 SUNSET AVE GEORGEANNA ST SOUTH END 89 76 100 87 Flexible0355-004 95 91 100 87Average: Std. Dev. 5 12 0 1 SUNSET AVE BRISTOL RIDGE RD GRANDE TRL 88 100 100 60 Flexible0356-001 SUNSET AVE GRANDE TRL BRISTOL RIDGE RD 89 100 100 64 Flexible0356-001 89 100 100 62Average: Std. Dev. 0 0 0 0 SUTTON ST SOUTH END FAIRFAX WAY 93 90 100 82 Flexible0357-001 SUTTON ST FAIRFAX WAY WAVERLY CIR 89 90 100 74 Flexible0357-002 SUTTON ST WAVERLY CIR DS@660N WAVERLY CIR 82 77 100 69 Flexible0357-003 SUTTON ST DS@660N WAVERLY CIR DS@1320N WAVERLY CIR 86 85 100 70 Flexible0357-004 SUTTON ST DS@1320N WAVERLY CIR WINDETT RIDGE RD 87 82 100 77 Flexible0357-005 86 84 100 73Average: Std. Dev. 4 6 0 5 SWITCHGRASS LN BLUESTEM DR DS@660S BLUESTEM DR 85 83 100 71 Flexible0358-001 SWITCHGRASS LN DS@660S BLUESTEM DR HAYDEN DR 85 83 100 71 Flexible0358-002 Page: 60Overview Pavement Condition Report IMS Infrastructure Management Services Page: 61 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 85 83 100 71Average: Std. Dev. 0 0 0 0 SYCAMORE RD W VETERANS PKWY DS@660S W VETERANS PKWY 72 78 100 43 Flexible0359-001 SYCAMORE RD DS@660S W VETERANS PKWY JOHN ST 71 78 100 38 Flexible0359-002 72 78 100 42Average: Std. Dev. 0 0 0 0 SYCAMORE RD JOHN ST SEQUOIA CIR 75 72 100 55 Flexible0359-003 SYCAMORE RD SEQUOIA CIR COTTONWOOD TRL 79 77 100 61 Flexible0359-004 SYCAMORE RD COTTONWOOD TRL CITY LIMIT 78 71 100 64 Flexible0359-005 77 74 100 59Average: Std. Dev. 2 3 0 4 TAMPA DR BERTRAM DR PENSACOLA ST 94 100 100 76 Flexible0360-001 94 100 100 76Average: Std. Dev. 0 0 0 0 TAUS CIR REDWOOD DR BLUEJAY DR 89 85 100 77 Flexible0361-001 TAUS CIR BLUEJAY DR DS@660E BLUEJAY DR 89 84 100 78 Flexible0361-002 TAUS CIR DS@660E BLUEJAY DR REDWOOD DR 91 88 100 79 Flexible0361-003 90 85 100 78Average: Std. Dev. 1 2 0 1 TERI LN NORTH END DS@660N SOUTH END 86 66 100 90 Flexible0362-001 TERI LN DS@660N SOUTH END E SPRING ST 91 76 100 91 Flexible0362-002 89 71 100 91Average: Std. Dev. 0 0 0 0 TIMBALIER ST PLYMOUTH AVE DS@660N PLYMOUTH AVE 82 72 100 72 Flexible0363-001 TIMBALIER ST DS@660N PLYMOUTH AVE PLYMOUTH AVE 78 63 100 71 Flexible0363-002 81 69 100 72Average: Std. Dev. 0 0 0 0 TITUS DR AUTUMN CREEK BLVD DS@660S AUTUMN CREEK BLVD 98 99 100 88 Flexible0452-001 TITUS DR DS@660S AUTUMN CREEK BLVD AUTUMN CREEK BLVD 95 91 100 87 Flexible0452-002 96 95 100 87Average: Std. Dev. 0 0 0 0 Page: 61Overview Pavement Condition Report IMS Infrastructure Management Services Page: 62 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # TOMASK CT BENJAMIN ST NORTH END 88 80 100 80 Flexible0444-001 88 80 100 80Average: Std. Dev. 0 0 0 0 TOWER LN W SOMONAUK ST NORTH END 88 77 100 83 Flexible0365-001 88 77 100 83Average: Std. Dev. 0 0 0 0 TREMONT AVE PRAIRIE CROSSING DR COUNTRY HILLS DR 90 79 100 87 Flexible0366-001 TREMONT AVE COUNTRY HILLS DR SOUTH END 89 71 100 91 Flexible0366-002 90 77 100 88Average: Std. Dev. 0 0 0 0 TRILLIUM CT CROOKED CREEK DR EAST END 99 97 100 91 Flexible0367-001 99 97 100 91Average: Std. Dev. 0 0 0 0 TUSCANY TRL MILL RD SHOEGER DR 74 85 100 41 Flexible0370-001 TUSCANY TRL SHOEGER DR CROOKER DR 76 100 100 31 Flexible0370-002 TUSCANY TRL CROOKER DR PRESTON DR 68 77 100 35 Flexible0370-003 TUSCANY TRL PRESTON DR DS@660N PRESTON DR 70 72 100 45 Flexible0370-004 TUSCANY TRL DS@660N PRESTON DR DS@1320N PRESTON DR 79 93 100 46 Flexible0370-005 TUSCANY TRL DS@1320N PRESTON DR CITY LIMIT 73 80 100 44 Flexible0370-006 73 86 100 40Average: Std. Dev. 4 12 0 7 TWINLEAF TRL ALAN DALE LN DS@660E ALAN DALE LN 93 87 100 87 Flexible0371-001 TWINLEAF TRL DS@660E ALAN DALE LN SUMAC DR 91 78 100 89 Flexible0371-002 TWINLEAF TRL SUMAC DR DS@660E SUMAC DR 92 82 100 88 Flexible0371-003 TWINLEAF TRL DS@660E SUMAC DR FAXON RD 95 88 100 89 Flexible0371-004 93 84 100 88Average: Std. Dev. 1 4 0 1 TYLER CREEK CT POPLAR DR NORTH END 87 83 100 74 Flexible0372-001 87 83 100 74Average: Std. Dev. 0 0 0 0 VAN EMMON ST E CITY LIMIT BENJAMIN ST 97 96 100 87 Flexible0143-001 VAN EMMON ST E BENJAMIN ST DS@660W BENJAMIN ST 90 96 100 69 Flexible0143-002 VAN EMMON ST E DS@660W BENJAMIN ST DS@1320W BENJAMIN ST 95 100 100 79 Flexible0143-003 VAN EMMON ST E DS@1320W BENJAMIN ST MILL ST 94 100 100 75 Flexible0143-004 Page: 62Overview Pavement Condition Report IMS Infrastructure Management Services Page: 63 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # VAN EMMON ST E MILL ST HEUSTIS ST 93 100 100 74 Flexible0143-005 93 98 100 76Average: Std. Dev. 3 2 0 7 VAN EMMON ST E HEUSTIS ST S BRIDGE ST 88 100 100 61 Flexible0143-006 88 100 100 61Average: Std. Dev. 0 0 0 0 VAN EMMON ST W S BRIDGE ST PAVEMENT CHANGE 94 99 100 77 Rigid0394-000 94 99 100 77Average: Std. Dev. 0 0 0 0 VAN EMMON ST W PAVEMENT CHANGE S MAIN ST 95 100 100 77 Flexible0394-001 95 100 100 77Average: Std. Dev. 0 0 0 0 VAN EMMON ST W S MAIN ST STATE ST 74 78 100 46 Flexible0394-002 VAN EMMON ST W STATE ST ADAMS ST 87 99 100 58 Flexible0394-003 VAN EMMON ST W ADAMS ST MORGAN ST 88 100 100 60 Flexible0394-004 83 92 100 54Average: Std. Dev. 8 13 0 8 VILLAGE VIEW DR STAGECOACH TRAIL MURFIELD DR 90 90 100 75 Flexible0373-001 VILLAGE VIEW DR MURFIELD DR ST JOSEPH'S WAY 88 86 100 75 Flexible0373-002 VILLAGE VIEW DR ST JOSEPH'S WAY KINGSMILL ST 85 85 100 67 Flexible0373-003 87 86 100 72Average: Std. Dev. 2 2 0 5 VIOLET CT EMERALD LN EAST END 94 87 100 88 Flexible0438-001 94 87 100 88Average: Std. Dev. 0 0 0 0 WACKER DR CITY LIMIT ARROWHEAD DR 92 91 100 80 Flexible0396-001 92 91 100 80Average: Std. Dev. 0 0 0 0 WALNUT ST N BRIDGE ST DS@660E N BRIDGE ST 98 98 100 88 Flexible0397-001 WALNUT ST DS@660E N BRIDGE ST FREEMONT ST 93 86 100 86 Flexible0397-002 97 95 100 88Average: Std. Dev. 0 0 0 0 WALNUT ST FREEMONT ST DS@660E FREEMONT ST 89 90 100 72 Flexible0397-003 WALNUT ST DS@660E FREEMONT ST CITY LIMIT 88 86 100 74 Flexible0397-004 Page: 63Overview Pavement Condition Report IMS Infrastructure Management Services Page: 64 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 89 89 100 72Average: Std. Dev. 0 0 0 0 WALSH CIR WALSH DR COLUMBINE CT 74 59 100 65 Flexible0398-001 WALSH CIR COLUMBINE CT ASTER DR 86 83 100 73 Flexible0398-002 81 73 100 70Average: Std. Dev. 0 0 0 0 WALSH CIR COLUMBINE CT ASTER DR 81 67 100 75 Flexible0399-001 WALSH CIR ASTER DR ASTER DR 85 73 100 79 Flexible0399-002 WALSH CIR ASTER DR ASTER DR 88 94 100 66 Flexible0399-003 WALSH CIR ASTER DR WALSH DR 82 78 100 68 Flexible0399-004 84 75 100 75Average: Std. Dev. 3 9 0 6 WALSH CT WALSH DR WEST END 79 70 100 67 Flexible0400-001 79 70 100 67Average: Std. Dev. 0 0 0 0 WALSH DR STAGECOACH TRAIL WALSH CIR 92 97 100 74 Flexible0401-001 WALSH DR WALSH CIR STAGECOACH TRAIL 93 100 100 74 Flexible0401-001 WALSH DR WALSH CIR COLUMBINE DR 87 91 100 66 Flexible0401-002 WALSH DR COLUMBINE DR WALSH CIR 85 86 100 68 Flexible0401-003 WALSH DR WALSH CIR SUNFLOWER CT 77 73 100 60 Flexible0401-004 WALSH DR SUNFLOWER CT GREEN BRIAR RD 79 75 100 63 Flexible0401-005 87 90 100 69Average: Std. Dev. 6 10 0 6 WALSH DR GREEN BRIAR RD WALSH CT 95 93 100 86 Flexible0401-006 WALSH DR WALSH CT W BARBERRY CIR 87 66 100 91 Flexible0401-007 WALSH DR W BARBERRY CIR HAWTHORNE CT 96 91 100 90 Flexible0401-008 WALSH DR HAWTHORNE CT BUCKTHORN CT 99 96 100 92 Flexible0401-009 WALSH DR BUCKTHORN CT W BARBERRY CIR 99 96 100 92 Flexible0401-010 96 90 100 91Average: Std. Dev. 5 12 0 2 WALSH DR W BARBERRY CIR BURNING BUSH DR 96 91 100 91 Flexible0401-011 WALSH DR BURNING BUSH DR SPICEBUSH CT 98 96 100 89 Flexible0401-012 WALSH DR SPICEBUSH CT E BARBERRY CIR 98 94 100 92 Flexible0401-013 WALSH DR E BARBERRY CIR NORTH END 96 93 100 89 Flexible0401-014 97 93 100 91Average: Std. Dev. 1 2 0 1 WALTER ST MILL ST ILLINI DR 87 88 100 69 Flexible0402-001 87 88 100 69Average: Std. Dev. 0 0 0 0 WARBLER LN COACH RD DS@660N PARKSIDE LN 88 73 100 87 Flexible0403-001 Page: 64Overview Pavement Condition Report IMS Infrastructure Management Services Page: 65 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 88 73 100 87Average: Std. Dev. 0 0 0 0 WARBLER LN DS@660N PARKSIDE LN PARKSIDE LN 89 71 100 91 Flexible0404-001 89 71 100 91Average: Std. Dev. 0 0 0 0 WASHINGTON ST E S BRIDGE ST HEUSTIS ST 93 90 100 83 Flexible0144-001 WASHINGTON ST E HEUSTIS ST MILL ST 90 81 100 85 Flexible0144-002 92 87 100 84Average: Std. Dev. 0 0 0 0 WASHINGTON ST E MILL ST EAST END 84 80 100 70 Flexible0144-003 84 80 100 70Average: Std. Dev. 0 0 0 0 WASHINGTON ST W MORGAN ST WEST END 90 82 100 83 Flexible0395-001 90 82 100 83Average: Std. Dev. 0 0 0 0 WASHINGTON ST W MORGAN ST ADRIAN ST 83 63 100 86 Flexible0395-002 WASHINGTON ST W ADRIAN ST STATE ST 94 86 100 89 Flexible0395-003 WASHINGTON ST W STATE ST S MAIN ST 93 86 100 86 Flexible0395-004 WASHINGTON ST W S MAIN ST S BRIDGE ST 94 90 100 85 Flexible0395-005 91 82 100 86Average: Std. Dev. 5 11 0 2 WAVERLY CIR SUTTON ST SOUTH END 87 89 100 69 Flexible0405-001 87 89 100 69Average: Std. Dev. 0 0 0 0 WEST ST W CENTER ST W SOMONAUK ST 88 73 100 88 Flexible0406-001 88 73 100 88Average: Std. Dev. 0 0 0 0 WESTERN LN NORTHLAND LN CANYON TRL 88 84 100 77 Flexible0407-001 WESTERN LN CANYON TRL DS@660W CANYON TRL 91 93 100 75 Flexible0407-002 WESTERN LN DS@660W CANYON TRL HIGH RIDGE LN 89 89 100 75 Flexible0407-003 WESTERN LN HIGH RIDGE LN IROQOIS LN 87 81 100 77 Flexible0407-004 89 87 100 76Average: Std. Dev. 2 7 0 1 WESTON AVE KINGSMILL ST DS@660S KINGSMILL ST 87 91 100 67 Flexible0408-001 WESTON AVE DS@660S KINGSMILL HAZELTINE WAY 88 90 100 71 Flexible0408-002 Page: 65Overview Pavement Condition Report IMS Infrastructure Management Services Page: 66 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # ST 87 91 100 69Average: Std. Dev. 0 0 0 0 WESTWIND DR CORNERSTONE DR DS@660W CORNERSTONE DR 88 73 100 87 Flexible0409-001 WESTWIND DR DS@660W CORNERSTONE DR CORNERSTONE DR 96 93 100 87 Flexible0409-002 90 78 100 87Average: Std. Dev. 0 0 0 0 WHEATLAND CT HOMESTEAD DR NORTH END 84 81 100 70 Flexible0410-001 84 81 100 70Average: Std. Dev. 0 0 0 0 WHEATON AVE CALEDONIA DR JONATHAN DR 94 91 100 85 Flexible0411-001 WHEATON AVE JONATHAN DR FONTANA DR 98 99 100 86 Flexible0411-002 WHEATON AVE FONTANA DR SHADOW WOOD DR 95 97 100 82 Flexible0411-003 WHEATON AVE SHADOW WOOD DR DS@315S SHADOW WOOD DR 95 100 100 79 Flexible0411-004 95 97 100 83Average: Std. Dev. 2 4 0 3 WHEATON AVE DS@315S SHADOW WOOD DR DS@975S SHADOW WOOD DR 93 99 100 74 Flexible0411-005 WHEATON AVE DS@975S SHADOW WOOD DR DS@1635S SHADOW WOOD DR 80 86 100 53 Flexible0411-006 WHEATON AVE DS@1635S SHADOW WOOD DR COMMERCIAL DR 87 100 100 59 Flexible0411-007 WHEATON AVE COMMERCIAL DR N BRIDGE RD 82 99 100 47 Flexible0411-008 85 96 100 58Average: Std. Dev. 6 7 0 13 WHITE OAK WAY W FOX ST NORWAY CIR 95 91 100 86 Flexible0412-001 95 91 100 86Average: Std. Dev. 0 0 0 0 WHITE OAK WAY NORWAY CIR DS@660E NORWAY CIR 84 87 100 64 Flexible0412-002 WHITE OAK WAY DS@660E NORWAY CIR NORWAY CIR 83 87 100 62 Flexible0412-003 WHITE OAK WAY NORWAY CIR DS@660E NORWAY CIR 82 77 100 68 Flexible0412-004 WHITE OAK WAY DS@660E NORWAY CIR RIVER BIRCH LN 82 81 100 65 Flexible0412-005 WHITE OAK WAY RIVER BIRCH LN SPRUCE CT 74 62 100 62 Flexible0412-006 WHITE OAK WAY SPRUCE CT DS@660E SPRUCE CT 74 73 100 53 Flexible0412-007 WHITE OAK WAY DS@660E SPRUCE CT DS@1320E SPRUCE CT 82 85 100 60 Flexible0412-008 WHITE OAK WAY DS@1320E SPRUCE NORWAY CIR 81 84 100 58 Flexible0412-009 Page: 66Overview Pavement Condition Report IMS Infrastructure Management Services Page: 67 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # CT 80 80 100 61Average: Std. Dev. 4 7 0 6 WHITE PINE CT JOHN ST SOUTH END 88 85 100 75 Flexible0413-001 88 85 100 75Average: Std. Dev. 0 0 0 0 WHITE PLAINS LN HIGH RIDGE LN IROQOIS LN 94 100 100 76 Flexible0414-001 WHITE PLAINS LN IROQOIS LN WEST END 91 91 100 77 Flexible0414-002 93 98 100 76Average: Std. Dev. 0 0 0 0 WHITEKIRK LN PRESTWICK LN CALLANDER TRL 92 84 100 86 Flexible0415-001 WHITEKIRK LN CALLANDER TRL GLENEAGLES LN 94 87 100 88 Flexible0415-002 WHITEKIRK LN GLENEAGLES LN DUNBAR CT 96 94 100 88 Flexible0415-003 WHITEKIRK LN DUNBAR CT CALLANDER TRL 92 84 100 86 Flexible0415-004 WHITEKIRK LN CALLANDER TRL ABERDEEN CT 93 85 100 89 Flexible0415-005 94 87 100 88Average: Std. Dev. 2 5 0 1 WHITEKIRK LN ABERDEEN CT DS@660S ABERDEEN CT 97 94 100 90 Flexible0415-006 97 94 100 90Average: Std. Dev. 0 0 0 0 WILD INDIGO LN BLUESTEM DR DS@660S BLUESTEM DR 90 93 100 72 Flexible0416-001 WILD INDIGO LN DS@660S BLUESTEM DR HAYDEN DR 89 94 100 70 Flexible0416-002 90 93 100 71Average: Std. Dev. 0 0 0 0 WILLOW WAY JOHN ST DS@660N JOHN ST 81 73 100 69 Flexible0417-001 WILLOW WAY DS@660N JOHN ST DS@1320N JOHN ST 78 67 100 69 Flexible0417-002 WILLOW WAY DS@1320N JOHN ST EVERGREEN LN 76 58 100 71 Flexible0417-003 79 68 100 69Average: Std. Dev. 2 6 0 1 WILTON CT KENTSHIRE DR EAST END 94 93 100 83 Flexible0418-001 94 93 100 83Average: Std. Dev. 0 0 0 0 WINDETT RIDGE RD S BRIDGE ST WYTHE PL 92 96 100 75 Flexible0419-001 WINDETT RIDGE RD WYTHE PL CLAREMONT CT 91 92 100 75 Flexible0419-002 WINDETT RIDGE RD CLAREMONT CT SUTTON ST 88 94 100 67 Flexible0419-003 WINDETT RIDGE RD SUTTON ST DRAYTON CT 90 94 100 72 Flexible0419-004 WINDETT RIDGE RD DRAYTON CT WINTERTHUR GRN 88 86 100 75 Flexible0419-005 WINDETT RIDGE RD WINTERTHUR GRN COACH RD 89 89 100 75 Flexible0419-006 Page: 67Overview Pavement Condition Report IMS Infrastructure Management Services Page: 68 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # WINDETT RIDGE RD COACH RD FAIRFAX WAY 94 87 100 88 Flexible0419-007 WINDETT RIDGE RD FAIRFAX WAY DS@660E FAIRFAX WAY 95 91 100 86 Flexible0419-008 WINDETT RIDGE RD DS@660E FAIRFAX WAY FITZHUGH TURN 97 97 100 87 Flexible0419-009 WINDETT RIDGE RD FITZHUGH TURN KENTSHIRE DR 93 85 100 88 Flexible0419-010 92 91 100 79Average: Std. Dev. 3 4 0 8 WINDHAM CIR POPLAR DR WINDHAM CT 89 93 100 69 Flexible0420-001 WINDHAM CIR WINDHAM CT STONY CREEK LN 89 90 100 73 Flexible0420-002 WINDHAM CIR STONY CREEK LN DS@660W STONY CREEK LN 89 91 100 71 Flexible0420-003 WINDHAM CIR DS@660W STONY CREEK LN POPLAR DR 88 85 100 76 Flexible0420-004 89 91 100 71Average: Std. Dev. 0 2 0 2 WINDHAM CT WINDHAM CIR NORTH END 84 87 100 63 Flexible0421-001 84 87 100 63Average: Std. Dev. 0 0 0 0 WING RD STAGECOACH TRAIL DS@660S STAGECOACH TRAIL 82 94 100 50 Flexible0422-001 WING RD DS@660S STAGECOACH TRAIL CITY LIMIT 87 90 100 67 Flexible0422-002 84 92 100 57Average: Std. Dev. 0 0 0 0 WINTERBERRY DR ALAN DALE LN DS@660N ALAN DALE LN 91 81 100 88 Flexible0423-001 WINTERBERRY DR DS@660N ALAN DALE LN FAXON RD 92 83 100 88 Flexible0423-002 91 82 100 88Average: Std. Dev. 0 0 0 0 WINTERTHUR GRN WINDETT RIDGE RD SOUTH END 88 85 100 75 Flexible0424-001 88 85 100 75Average: Std. Dev. 0 0 0 0 WOLF ST DEER ST BADGER ST 89 87 100 75 Flexible0425-001 89 87 100 75Average: Std. Dev. 0 0 0 0 WOOD SAGE AVE CORNERSTONE DR DS@660S CORNERSTONE DR 86 77 100 78 Flexible0426-001 WOOD SAGE AVE DS@660S CORNERSTONE DR GARDEN ST 89 79 100 84 Flexible0426-002 Page: 68Overview Pavement Condition Report IMS Infrastructure Management Services Page: 69 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 87 78 100 80Average: Std. Dev. 0 0 0 0 WOODWORTH ST E SPRING ST DS@660N E SPRING ST 93 87 100 85 Flexible0427-001 WOODWORTH ST DS@660N E SPRING ST E MAIN ST 95 90 100 87 Flexible0427-002 94 88 100 86Average: Std. Dev. 0 0 0 0 WORSLEY ST E MAIN ST SOUTH END 76 85 100 45 Flexible0428-001 76 85 100 45Average: Std. Dev. 0 0 0 0 WREN RD PRAIRIE CROSSING DR GOLDFINCH AVE 92 96 100 75 Flexible0429-001 WREN RD GOLDFINCH AVE DS@660S GOLDFINCH AVE 97 100 100 83 Flexible0429-002 96 99 100 81Average: Std. Dev. 0 0 0 0 WREN RD DS@660S GOLDFINCH AVE MONTROSE CT 89 78 100 86 Flexible0429-003 WREN RD MONTROSE CT PENMAN RD 91 82 100 86 Flexible0429-004 90 80 100 86Average: Std. Dev. 0 0 0 0 WYTHE PL WINDETT RIDGE RD SOUTH END 89 93 100 71 Flexible0430-001 89 93 100 71Average: Std. Dev. 0 0 0 0 YELLOWSTONE LN NORTHLAND LN ALAN DALE LN 81 71 100 71 Flexible0431-001 YELLOWSTONE LN ALAN DALE LN MEADOWVIEW LN 79 71 100 66 Flexible0431-002 80 71 100 69Average: Std. Dev. 0 0 0 0 Page: 69Overview Pavement Condition Report Illin o is R a ilw a y R R B N S F R R Rob Roy CreekRob Roy CreekF o x R i v e r Rob Roy CreekRob Roy CreekRob Roy CreekBlackberry CreekBlackberry CreekF o x R i v e r Mid dle A u x S a ble C ree k Rob Roy CreekBlackberry C reek B la ck b erry C reek Fox RiverB l a c k b e r r y C r e e k Blackberry Creek Fox RiverBig Rock CreekeekBlackberry CreekM organ C reekMiddle Aux Sable Creek F o x R iv e r Fox RiverBridgeGalena F o x Ament VeteransEldamain Ri ver Corneils Mill MinklerAshleyKennedy Legion Van Emmon Concord BlockSpring HighpointDicksonMain Cannonball Fields Popl arImmanuelTu ma GordonMcHughPa v illi o nSundownTroon G ra n d e CountryAshe SchoolhouseBeecherJohn Tuscany Bristol Ridge Reservation PenmanGates Foli Center Hilltop Faxon Park PrescottKlatt Baseline AudreyJeterAdam Alice RickardSomonauk Bertram Bristol Bay Erica LisbonEdwardMcLellanA la n D ale Countryside BenjaminKristenWrenFoster Parkside Orange Hof f ma n WillowSchaefer St a g e c o a c h Berrywood StateOmahaTeriBudd Kendall SimonDeerAldenGame FarmUS Route 34 Manchester Heartland Hayden FreemontLillianRosenwinkel Oak CreekBoombahWalnut MapleRiverside Au t u m n Cree k Ha mp t o n OrchidCrimsonKellerSumac Elm Andrew KingMatlockBig Bend For dLakewood CreekProvidence HillsideAvalon HartfieldLibertyWackerBa r b e r r y Mitchel Ke l l y Sutton Parkway HeustisFairfieldWashington C ountry Hills Carey Julie Ra i n t r e e MayfieldCoral Cummins Patterson RonhillWestWestern CoachUS Route #34 Winding CreekIsabelOld GloryJackson Lilac RebeccaPatronMargaret RavineStacyRyanRiva RidgeWi n g Fairhaven BristolSecretariat Blackberry Shore BruellMarketviewBeaver Green Briar Whitekirk Riley MayOsbronPrairie CrossingCarly F o x t a i l Lynn C a lie n d o JusticeRobertKi n g s mi llQui nsey MorganPratt El denWilliam SunsetJenna Dobbins Highview NorthlandTallgrassGrape VineLaurenChurchWhite RoseWalsh Mc Mu r t r ie JasonWat er par k Homestead Ma d e line AdrianBl u e s t e m FairfaxBaileyKa t e GraceHolly RoodVenetian Pleasure Colonial NawakwaMadison DanielleDillon Savoy Woodview PlumThunder GulchJacob CryderBurrSycamoreHunt Twi nl eafCaledonia ColtonHighland High RidgeChadPecos I dent aOak Purcell LarkspurBrianBanburyLewis Leisure Whi t e OakSeeley IroquoisRedbud PrairieShauna Landmark Titus Cypress SearlBlaine EmilyAlexisHeather Ri chmondCanyonSchmidtWest onSi enna Bernadette Ponderosa Oakmont Far mWindett RidgeSl a t e Mi ll B r o o k H a n b ury Timber CreekClearwater Ch a r le s Olive ThomasPine RidgeRoxbury Rose HillCrossHillcrest Conover Kent shi r eCrooked CreekWi ndhamHaz el t i ne L e g n e r Wolf MillraceWhirlaway Fox Gl en Elizabeth Anna Maria G e n e v a BoomerBadgerAcornGarden ArtesianCottonwood Cla rid g e BirchwoodH id e a wa y CotswoldNorth Gr eenf iel dGardiner Royal Oaks LehmanE m e r a l d AsterNo r wa y Deere Crossing GroveSouth Gilda T a u s GriffinRu b y EllsworthBarrett Squi r e EvergreenArrowhead Lexington Wild IndigoHuntington Timber RidgeTanglewood TrailsAspenGaylord Lyman Gawne Astor Y o r k ville CranstonBissel Shadow Creek Commercial American BradyWarblerLong GrovePensacola Bonnie HearthstoneBurnettS a g e Chally Deerpath HeatherwoodNeola River Wood Prairie Grass ConstitutionMidnght TremontJonathanGeorgeanna MarketplaceCanaryHe n n i n g T hornhill Wythe Oaklawn W Kendal l Dr Cl ov e r D e erp ointWooden BridgeRena RidgePinewood Illini OlsenGarritano I n g e mu n s o n Wi n t e rbe r r y Lyncl iffHobbsIndependence MonarchosDivisionPrai ri e RoseFreedomHarrison Christy ColumbiaCol eHubbardWalter Preston LongviewBr ooksi de CatalpaMui rf i el dDeames Hawk HollowC o n s e r v a t io n C alla n d e r Shetland Count r y Vi ewWood Sage Martin M u nso n Strawberry S u n n y De llS ara v a n o s Sir BartonGillespie Vi l l age Vi ewWilsonBirch Red Tail HickoryBuchanan WoodworthGallant Fox Dolph HillsboroPrairie Pointe WorsleyRiver Birch Lakeview Hydraulic JenniferAn d r e a WoodlandAuburnColumbineP in e Pat r i ci aBrighton Oaks Fir CardinalSandersOakwoodTi mb e r Vi e w CornellC e n t r a l TowerDydyna Naden Me a d o wl a r kSprucePalmerAmanda Cl a r e mo n t Et helJul i usWestwind DoverCedar Cody Coral berryGains BellColony Ke n d a l l Ci r R e h b e h n JohnsonMulhern Indian CliffsBat or Blackberry Tomasik Meadowview Laurel River Oaks PhelpsWinchesterNorton SavannaDrayton Powers Wint er t hur PatriotF ar m ste a d Fli nt Cree Regal Oak Appletree CobaltAllegianceShoegerMurfield CandleberryOwen Silver City AustinWells QuantockBig RockMerl otMaddenAar on TimberSt AnnesBuckt hor n Sheridan Beecher Bri stol AshleyRebeccaPenman St a ge c o a ch Di c k s o n S c h o ol h o u s e AndrewFairfaxM organ River WoodFaxon Hydraulic Wa l n u t Faxon Lewis Center F o x Canyon MainCr ims o n Emerald OakMartin RebeccaSchmidt MillRidge Highpoint HartfieldPark WillowColeMapl e C o n c o r d ParkSchoolhouseMain Concord Ri v e r Woo d BeecherJohn S t a g e c o a c h P a r k JeterPrairie CrossingSt agecoach McHughPreston PAVING HISTORY 2012-2020 DATE: PROJECT NO.: FILE: BY: MAY 2020 YO1815-C YO1815 PAVING HISTORY 2012-2020.MXD CJO PAVEMENT MANAGEMENT SYSTEM UPDATE 2020 UNITED CITY OF YORKVILLE, ILLINOIS Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 www.eeiweb.com PATH:H:\GIS\PUBLIC\YORKVILLE\2018\YO1815 United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 NORTH ° Legend Year of Improvement 2012 2013 2014 2015 2016 2017 2018 2019 2020 RTBR PROGRAM UPDATE United City of Yorkville SEPTEMBER 2020 ATTACHMENT #3 PROPOSED RTBR PROGRAM FUNDING STREET FROM TO STRATEGY LENGTH DEFLECTION CONDITION DYNAMIC CONDITION SURFACE CONDITION CURRENT RANK COST ADAMS STREET W RIDGE STREET W HYDRAULIC AVENUE VARIABLE GRIND, OVERLAY 3"827 100 87 64 82 51,500$ BEAVER STREET IL ROUTE 47 DEER STREET VARIABLE GRIND, OVERLAY 3"1,463 100 94 55 76 103,300$ COLONIAL PARKWAY IL ROUTE 47 IL ROUTE 126 VARIABLE GRIND, OVERLAY 3"1,540 100 65 60 67 116,500$ MORGAN STREET W HYDRAULIC AVENUE W FOX STREET VARIABLE GRIND, OVERLAY 3"1,303 100 90 55 79 85,400$ STATE STREET W HYDRAULIC AVENUE W RIDGE STREET VARIABLE GRIND, OVERLAY 3"886 100 90 48 75 56,300$ W VAN EMMON STREET S MAIN STREET MORGAN STREET VARIABLE GRIND, OVERLAY 3"932 100 92 54 78 47,700$ HEUSTIS STREET E FOX STREET E HYDRAULIC AVENUE VARIABLE GRIND, OVERLAY 3"1,214 100 92 68 85 90,000$ MILL STREET E FOX STREET E VAN EMMON STREET VARIABLE GRIND, OVERLAY 3"869 100 99 62 86 52,600$ W HYDRAULIC AVENUE IL ROUTE 47 MORGAN STREET VARIABLE GRIND, OVERLAY 3"1,310 100 96 65 84 86,200$ W MADISON STREET MORGAN STREET S MAIN STREET VARIABLE GRIND, OVERLAY 3"929 100 93 69 85 57,600$ N/A N/A N/A N/A N/A 60,000$ 807,100$ PROPOSED CITY-WIDE CAPITAL FUNDING GREEN BRIAR ROAD WALSH DRIVE IL ROUTE 47 VARIABLE GRIND, OVERLAY 3"2,084 85 83 62 73 211,300$ 211,300$ PROPOSED WATER FUND ELIZABETH STREET S MAIN STREET WEST END VARIABLE GRIND, OVERLAY 3"1,250 100 68 56 71 69,400$ 69,400$ Roadways Added 2021 (FY22) STREET REHABILITATION LIST TOTAL: MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING TOTAL: TOTAL: Chestnut CirRena LnStoneridgeCirChestnut CtC o t t o n w o o d C t John StJohn St Sycamore RdChestnut Ln S e q u o i aCirWhitePine CtStoneridge CtDi e h l F a r m Rd CarolynCtC y p r e s sLn ChestnutCirEldamain RdCottonwood Trl Willow WayEvergreen LnAspen Ln W Veterans Pkwy W Veterans Pkwy Legend Fox Hill Subdivision Boundary Project Limits WalshEngineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700 ATTACHMENT #4ILLINOIS REBUILD FUNDS-LOCATION MAPwww.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: SEPTEMBER 2020 YO2025 YO2025_Fox Hill Project .MXD H:\GIS\PUBLIC\YORKVILLE\2020\ MJT United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350 ³ FOX HILL SUBDIVISION BOUNDARY ATTACHMENT #4 REBUILD ILLINOIS FUNDS STREET FROM TO LENGTH AREA SURFACE RANK COST SYCAMORE ROAD US ROUTE 34 SOUTH END 1,480 5,430 42 200,910.00$ DIEHL FARM ROAD US ROUTE 34 JOHN STREET 710 2,940 61 108,780.00$ COTTONWOOD TRAIL JOHN STREET JOHN STREET 2,261 6,280 64 232,360.00$ JOHN STREET SOUTH END EAST END 4,900 17,970 71 664,890.00$ SUB-TOTAL 1,206,940.00$ EVERGREEN LANE JOHN STREET WILLOW WAY 1,723 4,790 66 177,230.00$ STONERIDGE CIRCLE COTTONWOOD TRAIL EAST END 197 550 66 20,350.00$ STONERIDGE COURT COTTONWOOD TRAIL SOUTH END 348 970 68 35,890.00$ WILLOW WAY JOHN STREET EVERGREEN LANE 1,556 4,330 69 160,210.00$ ASPEN LANE JOHN STREET JOHN STREET 1,875 5,210 70 192,770.00$ CHESTNUT LANE JOHN STREET JOHN STREET 2,271 6,310 70 233,470.00$ CHESTNUT CIRCLE CHESTNUT CIRCLE NORTH END 236 660 71 24,420.00$ CHESTNUT COURT CHESTNUT LANE SOUTH END 190 530 71 19,610.00$ SEQUOIA CIRCLE EAST END SYCAMORE ROAD 292 810 71 29,970.00$ CYPRESS LANE DIEHL FARM ROAD WEST END 410 1,140 72 42,180.00$ WHITE PINE COURT JOHN STREET SOUTH END 335 940 75 34,780.00$ COTTONWOOD COURT COTTONWOOD TRAIL WEST END 239 670 77 24,790.00$ CHESTNUT CIRCLE CHESTNUT LANE CHESTNUT LANE 731 2,030 81 75,110.00$ TOTALS:19,754 61,560 2,277,720.00$ Denotes Selected Streets FOX HILL SUBDIVISION COST ESTIMATE REBUILD ILLINOIS FUNDS RTBR PROGRAM UPDATE United City of Yorkville SEPTEMBER 2020 ATTACHMENT #5 PROPOSED RTBR PROGRAM FUNDING STREET FROM TO STRATEGY LENGTH DEFLECTION CONDITION DYNAMIC CONDITION SURFACE CONDITION CURRENT RANK COST ASPEN LANE JOHN STREET JOHN STREET VARIABLE DEPTH MILL, OVERLAY 3"1875 100 73 70 79 121,400$ BOOMBAH BOULEVARD IL ROUTE 47 SHADOW WOOD DRIVE VARIABLE DEPTH MILL, OVERLAY 3"2382 100 96 58 81 172,700$ CANNONBALL TRAIL US ROUTE 34 JOHN STREET VARIABLE DEPTH MILL, OVERLAY 3"643 100 88 52 79 83,200$ CHESTNUT CIRCLE CHESTNUT CIRCLE NORTH END VARIABLE DEPTH MILL, OVERLAY 3"236 100 87 71 85 15,300$ CHESTNUT CIRCLE CHESTNUT LANE CHESTNUT LANE VARIABLE DEPTH MILL, OVERLAY 3"731 100 76 81 85 47,300$ CHESTNUT COURT CHESTNUT LANE SOUTH END VARIABLE DEPTH MILL, OVERLAY 3"190 100 70 71 79 12,300$ CHESTNUT LANE JOHN STREET JOHN STREET VARIABLE DEPTH MILL, OVERLAY 3"2,271 100 76 70 76 147,000$ COTTONWOOD COURT COTTONWOOD TRAIL WEST END VARIABLE DEPTH MILL, OVERLAY 3"239 100 67 77 81 15,500$ CYPRESS LANE DIEHL FARM ROAD WEST END VARIABLE DEPTH MILL, OVERLAY 3"410 100 78 72 83 26,500$ EVERGREEN LANE JOHN STREET WILLOW WAY VARIABLE DEPTH MILL, OVERLAY 3"1,723 100 66 66 73 111,500$ SEQUOIA CIRCLE EAST END SYCAMORE ROAD VARIABLE DEPTH MILL, OVERLAY 3"292 100 73 71 81 18,900$ STONERIDGE CIRCLE COTTONWOOD TRAIL EAST END VARIABLE DEPTH MILL, OVERLAY 3"197 100 76 66 80 12,800$ STONERIDGE COURT COTTONWOOD TRAIL SOUTH END VARIABLE DEPTH MILL, OVERLAY 3"348 100 88 68 84 22,500$ WHITE PINE COURT JOHN STREET SOUTH END VARIABLE DEPTH MILL, OVERLAY 3"335 100 85 75 86 21,700$ WILLOW WAY JOHN STREET EVERGREEN LANE VARIABLE DEPTH MILL, OVERLAY 3"1,556 100 68 69 76 100,700$ N/A N/A N/A N/A N/A 50,000$ 979,300$ 2022 (FY23) STREET REHABILITATION LIST TOTAL: MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING RTBR PROGRAM UPDATE United City of Yorkville SEPTEMBER 2020 ATTACHMENT #5 PROPOSED RTBR PROGRAM FUNDING STREET FROM TO STRATEGY LENGTH DEFLECTION CONDITION DYNAMIC CONDITION SURFACE CONDITION CURRENT RANK COST BUCKTHORNE COURT WALSH DRIVE WEST END VARIABLE DEPTH MILL, OVERLAY 3"374 100 97 65 87 25,700$ BURNING BUSH DRIVE WALSH DRIVE WEST END VARIABLE DEPTH MILL, OVERLAY 3"767 100 92 63 84 51,900$ CORAL BERRY COURT BURNING BUSH DRIVE NORTH END VARIABLE DEPTH MILL, OVERLAY 3"692 100 94 71 87 47,500$ E. BARBERRY CIRCLE WALSH DRIVE WALSH DRIVE VARIABLE DEPTH MILL, OVERLAY 3"1,625 100 89 69 85 111,600$ W. BARBERRY CIRCLE WALSH DRIVE WALSH DRIVE VARIABLE DEPTH MILL, OVERLAY 3"1,930 100 84 60 80 132,500$ HAWTHORNE COURT WALSH DRIVE WEST END VARIABLE DEPTH MILL, OVERLAY 3"312 100 82 68 83 21,400$ KING STREET W. RIVER STREET W. SOMONAUK STREET VARIABLE DEPTH MILL, OVERLAY 3"1,315 100 84 56 73 87,900$ SPICEBUSH COURT WALSH DRIVE EAST END VARIABLE DEPTH MILL, OVERLAY 3"266 100 89 78 88 18,300$ SUNFLOWER COURT WALSH DRIVE EAST END VARIABLE DEPTH MILL, OVERLAY 3"344 100 90 68 85 23,600$ WALSH COURT WALSH DRIVE WEST END VARIABLE DEPTH MILL, OVERLAY 3"292 100 70 67 78 35,100$ WALSH DRIVE IL ROUTE 71 GREEN BRIAR ROAD VARIABLE DEPTH MILL, OVERLAY 3"843 100 90 69 83 234,500$ W MAIN STREET IL ROUTE 47 WEST END VARIABLE DEPTH MILL, OVERLAY 3"1,092 100 86 66 82 71,800$ E. MAIN STREET SANDERS CT BRUELL STREET VARIABLE DEPTH MILL, OVERLAY 3" 3,025 100 74 64 74 87,100$ N/A N/A N/A N/A N/A 50,000$ 998,900$ NOTE - PROPOSED WATER MAIN REPLACEMENT PROJECT WILL ADDRESS FROM IL ROUTE 47 TO SANDERS COURT IN 2023 2023 (FY24) STREET REHABILITATION LIST MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING TOTAL: Illin o is R a ilw a y R R B N S F R R Rob Roy CreekRob Roy CreekF o x R i v e r Rob Roy CreekRob Roy CreekRob Roy CreekBlackberry CreekBlackberry CreekF o x R i v e r Mid dle A u x S a ble C re e k Rob Roy CreekBlackb erry C reek B la c k b erry C re e k Fox RiverB l a c k b e r r y C r e e k Blackberry Creek Fox RiverBig Rock CreekB ig R ock C reekBlackberry CreekM organ C reekMiddle Aux Sable Creek F o x R iv e r Fox RiverBridgeGalena F o x River Veterans AmentEldamainCorneils AshleyKennedy Mill MinklerLegion Van Emmon Concord BlockSpring DicksonHighpointMain Cannonball Baseline Fields Popl arGordonTu ma ImmanuelPavillionTroon G ra n d e Faxon SundownAsheSchoolhouseBeecherJohn Bristol Ridge Klatt Budd Mitchel PenmanGates Country FoliKeller Center Hilltop Park McHugh PrescottHof f ma n Tuscany Schaefer St a g e c o a c h Reservation AudreyJeterAdam Alice RickardSomonauk Bertram Bristol Bay Erica EdwardLisbonMcLell anA l a n D a l e Countryside BenjaminKristenWrenFoster Parkside Orange WillowStateOmahaTeriKendall BerrywoodSimon DeerAldenGame FarmManchester US Route #34 Heartland Hayden FreemontLillianRosenwinkel Oak CreekBoombahCarey Walnut MapleRiverside Au t u m n Cree k Ha mp t o n Or c h idCrimsonSumac Lakewood CreekElm Andrew KingMatlockBig Bend For dHillsideAvalon HartfieldLibertyWackerB a r b e r r y Kel l y S utto n P a r k wa y HeustisFairfieldWashington C ountry Hills Julie Ra i n t r e e Coral Cummins Patterson RonhillWestWestern CoachUS Route 34 Winding CreekIsabelOld GloryJackson Lilac PatronMargaret RavineStacyRyanRiva RidgeWi n g Fairhaven BristolSecretariat Blackberry Shore BruellMarketviewBeaver BrianGreen Briar WhitekirkRiley MayOsbronPrairie CrossingCarly F o x t a i l Lynn C a lie n d o JusticeRobertKi n g s mi llQui nsey MorganCryderPratt El denSunset Dobbins Highview NorthlandJenna Grape VineLaurenChurchWhite RoseWalsh Mc Mu r t r ie JasonWat er par k HomesteadMa d e lin e AdrianBlue s t e m Lewis Fai rf ax RebeccaKate Grace RoodVenetian Pleasure Colonial NawakwaMadison DanielleDillon Savoy Woodview PlumThunder GulchJacob BurrSycamoreHunt Twi nl eafCaledonia ColtonHolly Highland High RidgePecos IdentaOak Purcell LarkspurBanburyLeisure Whi te OakSeeley IroquoisRedbud PrairieShauna Landmark Titus Cypress SearlBaileyBlaine EmilyAlexisHeather Ri chmondCanyon Schmidt West onSi e nna Bernadette Ponderosa Far mWindett RidgeSl a t e Mi ll B r o o k H a n b ury Timber CreekClearwater Edythe Ch a r le s Olive Thomas M unson Rose HillCrossHillcrest Conover Kent s hi r eCrooked CreekWin dhamHaz el t i ne L e g n e r Wolf MillraceWhirlaway Fox Gl en Elizabeth Anna Maria G e n e v a BoomerBadgerAcornRiver WoodGarden ArtesianCottonwood Cla rid g e BirchwoodH id e a wa y North Gr eenf iel d Blake GardinerR o y al O a k s LehmanE m e r a l d Aster N o r wa y Deere Crossing GroveGildaTausPlymouth Ru b y EllsworthTallgrass Barrett Squire EvergreenArrowhead Lexington Wild IndigoHuntington Timber RidgeTanglewood TrailsAspenGaylord Ly m an Gawne Frances Nathan Astor Boyer Y or k ville CranstonBisselCommercial American BradyWarblerLong GrovePensacola Bonnie HearthstoneBurnettJuanita S a g e L e n o x Deerpath Prairie Grass ConstitutionMidnght Redhor seTremontGeorgeanna MarketplaceT h orn hill Wythe Oaklawn W Kendal l Dr M o ntclaire Cl ov e r D e erp ointWooden BridgeHarris Rena RidgePinewood Illini OlsenHubbardGarritano Lyncl iffHobbsIndependence MonarchosDivisionFreedomHarrison Christy ColumbiaCol eWalter Preston LongviewBr ooksi de CatalpaMui rfi el dDeamesC o n s e r v a t i o n CallanderShetland Country View Timbalier Wood SageMartinStrawberry S ara v a n o s Sir BartonGillespie Vi l l age Vi ewWilsonBirch Red Tail HickoryBuchanan WoodworthMapl e Ri dgeDolph Prairie Pointe WorsleySummerwindRiver Birch Lakevie w Hydraulic An d r e a WoodlandAuburnColumbineP in e Half MoonPat r i ci aChestnutFir CardinalPope OakwoodCornellCe n t r a l Dydyna Naden Me a d o wl a r kSprucePalmerAmanda Cl a r e mo n t Et helJul i usWestwind DoverCedar Cody CoralberryGains BellColony Ke n d a l l C i r R e h b e h n JohnsonMulhern Bat or B la c k b e r r y Denise Bluejay Evans Meadowview Laurel River Oaks PhelpsN orton SavannaDrayton DunbarPowers Wint er t hur RoxburyJeremy PatriotRegal Oak Appletree CobaltAllegianceShoegerCandleberryOwen Silver City David WellsRodak QuantockBig RockAar on TimberBuckthor n Ke t c h u m John St a g e c o a ch Dolph SunsetBeecherAndrewPenman Emerald WillowHartfieldMainMillRebecca St agecoach Bri stol Oak LisbonHighpoint FairfaxF o x Canyon MainHydraulic Rebecca ColeAshleyDi c k s o n Ridge Park Faxon Center ConcordMcHughParkS c h o ol h o u s e Beecher S t a g e c o a c h W aln ut Prairie CrossingRose Hill P a r k McHughM organJeterCrimsonBaileyFaxonSchmidt PROPOSED 5 YEAR PLAN DATE: PROJECT NO.: FILE: BY: SEPTEMBER 2020 YO1815-C YO1815 5-YEAR PLAN 9-4-2019.MXD CJO PAVEMENT MANAGEMENT SYSTEM UPDATE 2020 UNITED CITY OF YORKVILLE, ILLINOIS Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 www.eeiweb.com PATH:H:\GIS\PUBLIC\YORKVILLE\2018\YO1815 United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 NORTH ° Legend Year of Improvement 2019 2020 2021 2022 2023 STREET FROM TO COST COMMENTS STREET FROM TO COST COMMENTS BOOMBAH BOULEVARD IL ROUTE 47 SHADOW WOOD DRIVE 203,100.00$ ASPEN LANE JOHN STREET JOHN STREET 121,400$ ADDED - FOX HILL CANNONBALL TRAIL US ROUTE 34 JOHN STREET 59,900$ BOOMBAH BOULEVARD IL ROUTE 47 SHADOW WOOD DRIVE 172,700$ NO CHANGE COTTONWOOD COURT COTTONWOOD TRAIL WEST END 15,800$ CANNONBALL TRAIL US ROUTE 34 JOHN STREET 83,200$ NO CHANGE COTTONWOOD TRAIL JOHN STREET JOHN STREET 149,100$ REBUILD ILLINOIS CHESTNUT CIRCLE CHESTNUT CIRCLE NORTH END 15,300$ ADDED - FOX HILL CYPRESS LANE DIEHL FARM ROAD WEST END 26,800$ CHESTNUT CIRCLE CHESTNUT LANE CHESTNUT LANE 47,300$ ADDED - FOX HILL DIEHL FARM ROAD JOHN STREET US ROUTE 34 51,500$ REBUILD ILLINOIS CHESTNUT COURT CHESTNUT LANE SOUTH END 12,300$ ADDED - FOX HILL SEQUOIA CIRCLE EAST END SYCAMORE ROAD 19,200$ CHESTNUT LANE JOHN STREET JOHN STREET 147,000$ ADDED - FOX HILL STONERIDGE CIRCLE COTTONWOOD TRAIL EAST END 13,000$ COTTONWOOD COURT COTTONWOOD TRAIL WEST END 15,500$ NO CHANGE STONERIDGE COURT COTTONWOOD TRAIL SOUTH END 22,900$ CYPRESS LANE DIEHL FARM ROAD WEST END 26,500$ NO CHANGE SYCAMORE ROAD US ROUTE 34 JOHN STREET 45,600$ REBUILD ILLINOIS EVERGREEN LANE JOHN STREET WILLOW WAY 111,500$ ADDED - FOX HILL SYCAMORE ROAD JOHN STREET SOUTH END 63,000$ REBUILD ILLINOIS SEQUOIA CIRCLE EAST END SYCAMORE ROAD 18,900$ NO CHANGE W. MAIN STREET IL ROUTE 47 WEST END 74,700$ MOVED TO 2023 STONERIDGE CIRCLE COTTONWOOD TRAIL EAST END 12,800$ NO CHANGE 100,000$ STONERIDGE COURT COTTONWOOD TRAIL SOUTH END 22,500$ NO CHANGE 844,600$ WHITE PINE COURT JOHN STREET SOUTH END 21,700$ ADDED - FOX HILL WILLOW WAY JOHN STREET EVERGREEN LANE 100,700$ ADDED - FOX HILL 50,000$ 979,300$ SUMMARY OF CHANGES - REBUILD ILLINOIS STREETS IN FOX HILL REMOVED - REMAINDER OF FOX HILL STREETS ADD TO COMPLETE SUBDIVISION - W. MAIN STREET PUSHED TO 2023 STREET FROM TO COST COMMENTS STREET FROM TO COST COMMENTS BUCKTHORNE COURT WALSH DRIVE WEST END 27,200$ BUCKTHORNE COURT WALSH DRIVE WEST END 25,700$ NO CHANGE BURNING BUSH DRIVE WALSH DRIVE WEST END 54,900$ BURNING BUSH DRIVE WALSH DRIVE WEST END 51,900$ NO CHANGE CORAL BERRY COURT BURNING BUSH DRIVE NORTH END 50,400$ CORAL BERRY COURT BURNING BUSH DRIVE NORTH END 47,500$ NO CHANGE E. BARBERRY CIRCLE WALSH DRIVE WALSH DRIVE 118,200$ E. BARBERRY CIRCLE WALSH DRIVE WALSH DRIVE 111,600$ NO CHANGE W. BARBERRY CIRCLE WALSH DRIVE WALSH DRIVE 140,400$ W. BARBERRY CIRCLE WALSH DRIVE WALSH DRIVE 132,500$ NO CHANGE HAWTHORNE COURT WALSH DRIVE WEST END 22,700$ HAWTHORNE COURT WALSH DRIVE WEST END 21,400$ NO CHANGE KING STREET W. RIVER STREET W. SOMONAUK STREET 101,200$ KING STREET W. RIVER STREET W. SOMONAUK STREET 87,900$ NO CHANGE SPICEBUSH COURT WALSH DRIVE EAST END 19,300$ SPICEBUSH COURT WALSH DRIVE EAST END 18,300$ NO CHANGE HEUSTIS STREET E FOX STREET E. HYDRAULIC AVENUE 99,800$ MOVED TO 2021 SUNFLOWER COURT WALSH DRIVE EAST END 23,600$ NO CHANGE MILL STREET E FOX STREET E. VAN EMMON STREET 58,300$ MOVED TO 2021 WALSH COURT WALSH DRIVE WEST END 35,100$ ADDED ILLINI COURT ILLINI DRIVE SOUTH END 19,600$ REMOVED WALSH DRIVE IL ROUTE 71 GREEN BRIAR ROAD 234,500$ ADDED ILLINI DRIVE WALTER STREET MILL STREET 64,800$ REMOVED W MAIN STREET IL ROUTE 47 WEST END 71,800$ MOVED FROM 2022 75,000$ E. MAIN STREET SANDERS CT BRUELL STREET 87,100$ ADDED TOTAL:851,800$ 50,000$ TOTAL:998,900$ NOTE - PROPOSED WATER MAIN REPLACEMENT PROJECT WILL ADDRESS FROM IL ROUTE 47 TO SANDERS COURT IN 2023 SUMMARY OF CHANGES - HEUSTIS AND MILL ADDED TO 2021 - WALSH DRIVE AND WALSH COURT ADDED - W. MAIN STREET ADDED - E. MAIN STREET ADDED WITH PLANNED WATER MAIN PROJECT 2023 (FY24) STREET REHABILITATION LIST MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING 2022 AND 2023 RTBR COMPARITIVE - PLAN CHANGES PROPOSED PLAN 2023 (FY24) STREET REHABILITATION LIST TOTAL: APPROVED PLAN - 2018 2022 (FY23) STREET REHABILITATION LIST 2022 (FY23) STREET REHABILITATION LIST TOTAL: MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #7 Tracking Number PW 2020-54 Cannonball Trail Curve Speed Limit Public Works Committee – September 15, 2020 Informational Brad Sanderson Engineering Name Department Engineering Enterprises, Inc. Memo To: Bart Olson City Administrator From: Colleen Jaltuch, P.E., LEED AP BD&C Date: August 11, 2020 Re: Speed Study at Cannonball Trail Curve EEI Job #: YO2027-C EEI has analyzed traffic speed data provided by the City from July 2020 and also from 2019 to further investigate the safety of the curve along Cannonball Trail, located about ¼ mile west of IL 47. The curve itself has a radius of 350 feet and is along a two-lane rural section of Cannonball Trail. Vehicle crashes at this location continues to be a concern to residents. The Police Department has noted that, since August 1, 2018 (last 24 months), there have been seven crashes at the location. None of them involved medical transport of any passengers to the hospital. Six of the crashes were single vehicle, and one was a head-on. In all seven crashes, the at fault unit was east bound on Cannonball. In five of the seven crashes, the ComEd utility pole was struck. Three of the crashes occurred on January 7, 2019, and two of them occurred on August 26, 2019. As there have been recent resident complaints, the Police Department conducted spot speed studies in July 2020 for a total of 372 cars. To analyze the data, an 85th percentile speed must be calculated. This is the speed that 85 percent of the vehicles are travelling below during free-flow conditions. This is considered to be the safe speed for the roadway and is used in setting or adjusting speed limits. Based on the data collected in 2020, the 85th percentile speed is 42 mph. The City also collected extensive speed data between February 18 and June 30, 2019 via speed signs. One speed sign was located on an approach to the curve; the other speed sign was located within the curve. The data was collected over periods of roughly a month and each period included speed data for over 100,000 vehicles. Based on the data collected outside the curve in 2019, the average 85th percentile speed is 45 mph. The range of 85th percentile speeds during this time was 43 mph – 47 mph. The posted speed limit is 45 mph. Based on the data collected within the curve in 2019, the average 85th percentile speed is 39 mph. The range of 85th-percentile speeds during this time was 37 mph – 40 mph. The posted advisory speed is 25 mph. Engineering Enterprises, Inc. Memo Upon review of the data collected, it is our recommendation that the speed limit remain as posted and not be reduced. The 85th percentile speed is used to set a safe speed to minimize crashes and to promote uniform traffic flow. pc: Eric Dhuse, Director of Public Works Jim Jensen, Chief of Police BPS - EEI Engineering Enterprises, Inc. Memo To: Bart Olson, City Administrator From: Colleen Jaltuch, P.E., LEED AP BD&C Date: January 8, 2019 Re: Cannonball Trail Safety Analysis – Estimate for Safety Improvements EEI Job #: YO1857-C Based on the Safety Analysis completed and described in the memo dated December 11, 2018, the City has requested a rough plan and cost estimate for safety improvements on Cannonball Trail between Amanda Lane and Alice Avenue. The enclosed plan sheets and cost estimate describe work to include addition of 3’ paved shoulders with rumble strips milled into them and addition of 2 chevron signs to accompany the ones that are existing. The estimated total cost for the improvements is $59,685.00. Please contact me if you have any questions or would like further information. JOB NO:YO1857-C PREPARED BY:C. Jaltuch DATE:January 7, 2019 PROJECT TITLE: Cannonball Trail Safety Analysis ITEM UNIT NO.UNIT QUANTITY PRICE AMOUNT 1 SY 543.0 45.00$ 24,435.00$ 2 SY 543 10.00$ 5,430.00$ 3 FT 1,630.0 1.50$ 2,445.00$ 4 EA 2 750.00$ 1,500.00$ 5 SY 725 15.00$ 10,875.00$ 6 L SUM 1 5,000.00$ 5,000.00$ 7 L SUM 1 10,000.00$ 10,000.00$ 8 -$ 9 -$ 10 -$ 11 -$ 12 -$ 13 -$ 14 -$ 15 -$ 16 -$ 17 -$ 18 -$ 19 -$ 20 -$ 21 -$ 22 -$ 23 -$ 24 -$ 25 -$ 26 -$ 27 -$ 28 -$ 29 -$ 30 -$ 31 -$ 32 -$ 33 -$ 34 -$ 59,685.00$ Traffic Control and Protection, Special Shoulder Rumble Strips (8") Chevron Signs w/ Telescoping Steel Posts Engineer's Opinion of Probable Construction Cost ITEM HMA Shoulders, 8" Mobilization Subbase Granular Material, Type B, 4" Restoration TOTAL ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST \\MILKYWAY\EEI_Storage\Docs\Public\Yorkville\2018\YO1857-C Cannonball Trail Safety Analysis\Eng\Engineer's Opinion of Probable Construction Cost 12 (300) R Sideroad Edge of pavement Rumble strip Sideroad/Entrance (100) 4 pavement Edge of 7 (178) max. 6 (152) min. (200) 8 (300) 12(200)8(100)4 Variespavement Edge of 1 See Section A-A.1 shoulder Edge of paved 1-1-12 New standard. unless otherwise shown. All dimensions are in inches (millimeters) and at mailbox turnouts. Omit shoulder rumble strips across structures A B B STANDARD 642006 A STRIPS, 8 in. SHOULDER RUMBLE PLAN SECTION A-A SECTION B-B GENERAL NOTES TYPICAL APPLICATION AT AN INTERSECTION OR ENTRANCE (11.1 ± 1.6) 161 ± 167(11.1 ± 1.6) 161 ± 167Illinois Department of Transportation January 1,2012 ENGINEER OF POLICY AND PROCEDURES APPROVED January 1,2012 ENGINEER OF DESIGN AND ENVIRONMENT ISSUED1-1-12PASSED DATE REVISIONS Rumble strip over 48' (14.6 m) span 12' (3.6 m) gap Rumble strip over 48' (14.6 m) span To: Eric Dhuse From: Colleen Jaltuch, P.E., LEED AP BD&C Date: December 11, 2018 Re: Cannonball Trail Safety Analysis EEI Job #: YO1857-C EEI has analyzed the safety of the curve along Cannonball Trail, located about ¼ mile west of IL 47. The curve itself has a radius of 350 feet and is along a two-lane rural section of Cannonball Trail. This curve is shown on the attached exhibit. Over the past five years, there have been seven reported crashes to the City along the curve and at the intersection of Cannonball Trail and Alice Avenue. Of these, one involved an injury and six involved property-damage only. The injury crash occurred on Alice Avenue. Of the six property damage crashes, four of these were due to roadway departure. One of these four roadway departures were due to wet pavement and one was due to icy pavement. Anecdotally, there probably have been more undocumented roadway departure issues. There are several improvements that can be made to improve the safety of the roadway at the curve and mitigate crashes. I have listed them in order of least cost to greatest cost options. 1. Addition of Shoulder Rumble Strips Shoulder rumble strips are a relatively low-cost option for prevention of single vehicle, run-off-road fatal and injury crashes. Per NCHRP Report 641, Guidance for the Design and Application of Shoulder and Centerline Rumble Strips, shoulder rumble strips result in a 13% - 51% reduction in these types of crashes. Westbound along Cannonball Trail at 350’-radius curve approximately ¼ mile west of IL 47. Shoulder rumble strips can be milled into or be raised elements on the existing paved shoulder. Rumble strips alert drivers through vibration and sound that they have left the travel lane. While this would not help drivers in icy roadway conditions, shoulder rumble strips are effective on dry and on wet pavement. 2. Roadside Safety Improvements Many crashes at curves result from departure from roadway. Therefore, it makes sense to look at roadside safety also. According to the Fatality Analysis Reporting System (FARS), 27% of all fatal crashes occur at curves and 80% of all fatal crashes at curves are roadway departure crashes. Increasing the clear zone (the unobstructed, traversable area beyond the edge of the travel lane for the recovery of errant vehicles) is one option. However, along the inside of the curve, this would involve relocation of Com Ed power poles and lines, among other roadside obstructions. Along the outside of the curve, there is a roadside ditch as well as power poles and trees and other obstructions. Widening the paved shoulder to help give the driver more area to regain control of their vehicle and flattening the side slope also are roadside safety improvements to increase the clear zone that could be considered. Widening the shoulders or flattening the ditch foreslopes would increase the clear zone area. Another roadside safety option is the addition of guardrail on the outside of the curve. The guardrail would stop the errant vehicle from leaving the roadway. However, there are two entrances on the center of the outside of the curve that would make the addition of effective guardrail difficult. The areas where the guardrail would have to gap to accommodate the entrances would be unprotected. Power poles, signs, trees, and other roadside obstructions. 3. Addition of High Friction Surface Treatment (HFST) and Enhanced Delineation High friction surface treatment (HFST) and enhanced delineation are proven methods for improving safety at horizontal curves. According to the Crash Mitigation Factor (CMF) Clearinghouse, chevron signs provide a 25% reduction in nighttime crashes and a 16% reduction in non-intersection fatal and injury cases and HFST provide a 52% reduction in wet road crashes and a 24% reduction in curve crashes. High friction surface treatment is an engineered high-friction aggregate placed over a thermosetting polymer resin binder. This treatment increases the ability of a road surface to provide pavement friction to vehicles in critical braking or cornering maneuvers. This is especially useful at horizontal curves that are sharp, have deficient superelevation, and/or where driving speeds exceed the curve advisory speed. There are four chevron signs on the outside of the curve. Additional chevrons can be added in advance of the curve to further delineate the curve. This would be especially beneficial for night-time drivers. 4. Resurface and Adjust Cross-Slope (Superelevation) for a Higher Design Speed The posted speed limit on Cannonball Trail is 45 mph. Ahead of the curve, however, there is an advisory speed limit posting of 25 mph. If the pavement were milled and resurfaced and the cross slope adjusted so the superelevation rate is for a higher design speed, this would increase the pavement friction and result in a reduction in vehicle departure crashes. The resurfacing can be a higher friction hot-mix asphalt or a HFST as discussed in option 3. But, this pavement was last resurfaced in 2014 and the superelevation was, at the time, designed for a 45-mph design speed (Radius 350’, Superelevation 3.6%). 5. Realign Road to Correct Curve The most-costly (and least practical and feasible) option is to realign the roadway between IL 47 and Alice Avenue to increase the radius of the curve. As there are several residences on the inside of the curve that would require complete relocations, this option was not explored further. Based on this limited analysis, EEI recommends widening the paved shoulders to 3’ hot-mix asphalt through the curve as well as adding shoulder rumble strips. We also recommend adding additional chevrons to further delineate the curve. If the City like to follow this recommendation or choose another option(s) to pursue, then we can further evaluate and provide a detailed cost estimate. Please let me know if you have any questions or need further information. Cannonball Traffic Crash Data Date Direction of Travel Primary Cause Secondary Cause Unit 1 Age 10/08/2018 Northeast 27 Exceeding Speeds for Safe Conditions 99 N/A 35 11/24/2018 Northeast 27 Exceeding Speeds for Safe Conditions 15 Driving Skills 52 01/07/2019 Northeast 28 Failing to Reduce Speed 11 Weather 27 01/07/2019 Northeast 28 Failing to Reduce Speed 99 N/A 20 01/07/2019 Northeast 27 Exceeding Speeds for Safe Conditions 12 Road Engineering/ Surface 16 08/26/2019 Northeast Not Listed Not Listed 21 08/26/2019 Northeast 28 Failing to Reduce Speed 15 Driving Skills 16