Memorandum
City of Lawrence
Engineering
TO: |
Mike Wildgen |
CC: |
Debbie Van Saun, Dave Corliss, Chuck Soules, Tammy Bennett, Roger Coffey, Ed Mullins |
FROM: |
Terese Gorman |
Date: |
April 20, 2005 |
RE: |
2005 Street Maintenance Program |
Each year, City staff prepares a list of locations for contracted street repair, which is generally referred to as the Street Maintenance Program. The program is broken into multiple contracts based on the type of work planned:
· crack sealing
· mill and overlay only
· mill, overlay, and curb repair
· concrete repair only
· KLINK funded project
· chip and seal
By issuing multiple contracts, the work can be bid by contractors according to their specialties and can be spread evenly over the construction season so as to be more manageable for City staff (inspection, project coordination, etc.).
Background Information
Due to funding constraints, the number of streets and curbs needing repair is greater than what can be accomplished each year. Therefore, the list of projects for this year (as in years past) is developed using a number of criteria. These criteria include physical roadway condition, traffic volume, citizen requests for repairs, and project scope. For this last criterion, staff determines if the project is presenting on-going maintenance problems for the street division that cannot be efficiently repaired by City crews. To aid us in the determination of physical roadway condition, we are utilizing the Pavement Condition Index (PCI) ratings that are being developed as part of the Pavement Management System.
Pavement Management System
Steve Lashley, Assistant City Engineer, has been completing a street inventory as the first component of this Pavement Management System. This involves inspecting and evaluating the street conditions throughout the City. Regular updates on his progress have been presented to the City Commission via the City Manager’s Report. Another component of the development of a Pavement Management System is the assignment of a PCI rating for particular street segments. The PCI rating is a number assigned to a pavement section based on its condition, and range from 0-100. A lower number is reflective of streets in poorer condition. Factors affecting the PCI rating include: type and severity of cracking (alligator, traverse, longitudinal), surface condition (spalling, raveling), rutting, drainage, and pavement failure (potholes).
The streets recommended for crack sealing work in 2005 have a low to medium severity score for cracking. These are cracks that can successfully be filled without pavement removal and replacement or base repair, and have an overall PCI of 60 or above. Streets with a PCI over 60 will receive the most benefit from crack sealing and therefore, extend the life of the pavement. A map highlighting those streets was developed and the area with the highest concentration was chosen.
Program Funding - 2005
Based on the budget for 2005, the following funds are available for street repair:
1. Major Thoroughfare Bonds |
$ 700,000* |
2. 214-3800-578-45-08 |
$ 750,000 (overlay)** |
3. 214-3800-578-45-10 |
$ 165,000 (curb repair) |
4. 214-3800-578-45-09 |
$ 65,000 (chip and seal) |
5. 001-3000-570-45-08 |
$ 650,000 (overlay) |
6. 001-3000-570-45-10 |
$ 425,000 (curb repair) |
7. 001-3000-570-45-14 |
$ 100,000 (crack sealing) |
8. 505-3900-579-45-10 |
$ 150,000 (curb repair) |
TOTAL |
$3,005,000 |
*resolution needed
**due to the uncertainty of the gas tax fund, this revenue estimate may need to be lowered
Recommendations
For the 2005 Street Maintenance Program, staff recommends the following streets to be repaired this summer. A map depicting the various street segments, color coded by type of work, is attached. The total cost estimate for the 2005 Program is $2,730,000 excluding the KLINK project on 6th Street (which is funded by the state and other funding sources than those listed above).
1) Crack Seal, estimated construction cost = $100,000.
The area to be crackfilled is described as west of Iowa, south of Clinton Parkway, east of Wakarusa, and north of 31st Street, excluding 23rd Terrace and Overlook Circle, which are recommended for mill and overlay.
2) Mill and overlay only, estimated construction cost = $800,000.
7th Street, Schwarz Road to Lawrence Avenue
9th Street, Rockledge Road to Lawrence Avenue
11th Street, Massachusetts to Tennessee
11th Street, Massachusetts to Connecticut
18th Street, Tennessee to Louisiana
18th Terrace, Maple Lane to Harper Street
23rd Terrace, Lawrence Avenue to Atchison Avenue
Barker Avenue, 19th Street to 23rd Street
Elm Street, N. 2nd Street to N. 4th Street
Hartford Avenue, 22nd Street to cul-de-sac including Hartford Court
Kasold Drive, 8th Street to 15th Street
Kingston Drive, Princeton Boulevard to North Iowa Street
Ranger Drive, Rockfence Place to Tomahawk Drive
Rockfence Place, Trail Road to Riverview Road including Rockfence Court
Rockledge Road, 6th Street to 9th Street
Stockade Street, Trail Road to Stetson Drive including Stockade Court
Stratford Road, Crestline Drive to University Drive including Stratford Court
Tallgrass Drive, Trail Road to cul-de-sac including Tallgrass Court
Tomahawk Drive, Lawrence Avenue east to cul-de-sac
Waterford Avenue, Hartford Avenue to Crossgate Drive
3) Mill, overlay, curb repair both sides of the street, estimated construction cost = $1,300,000.
19th Street, Barker Avenue to Haskell Avenue
25th Street, Iowa Street to Ridge Court
27th Terrace, Missouri to Louisiana
Avalon Road, 9th Street to Cambridge Road
Bob Billings Parkway, Monterey Way west to the north leg of Inverness Drive
Clifton Court, 19th Terrace to 21st Street
Crossgate Drive, Clinton Parkway to cul-de-sac
Greenbrier Drive, Crossgate Drive to Crossgate Drive (curb only)
Haskell Avenue, 12th Street to 15th Street
Jana Drive, Holiday Drive to Harvard Road, including Rogers Place
Maverick Lane, 25th Terrace to 27th Street
Overlook Circle, Lazy Brook Lane to cul-de-sac
4) Concrete repair only, estimated construction cost = $450,000.
17th Street and Edgehill Road, remove and replace intersection
26th Street and Ousdahl Road, remove and replace north leg of intersection
Bob Billings Parkway, Wakarusa Dr.to Foxfire Dr. remove/replace both outside curbs
Clinton Parkway, Olympic Drive to Lake Pointe Drive, remove/replace curb north side
Princeton Boulevard and Arrowhead Drive, remove and replace intersection
Tomahawk Drive, Lawrence Avenue to Rockfence Place, pavement patching
5) Chip and Seal, estimated construction cost = $65,000
STREET |
LOCATION |
SQUARE YARDS |
Westwood Road |
West of Engel |
2,400 |
Oregon Street |
11th to 12th |
1,344 |
12th Street |
Oregon Street to Delaware Street |
1,800 |
14th Street |
Haskell Avenue to ditch |
1,180 |
Ward Street |
Haskell Avenue to Bullene Avenue |
1,300 |
La Salle Street |
Haskell Avenue to Bullene Avenue |
1,300 |
Homewood Street |
Haskell Avenue to Bullene Avenue |
1,300 |
Bullene Avenue |
Ward Street to 19th |
3,380 |
Iowa Street |
4th to 5th |
1,488 |
5th Street |
N. Iowa Street to Wisconsin Street |
4,075 |
Country Club Terrace |
South of 4th |
665 |
Countryside Lane |
West of California Street |
1,600 |
California Street |
4th to 5th |
1,466 |
Wisconsin Street |
4th to 6th |
3,200 |
Minnesota Street |
5th to 6th |
1,433 |
Florida Street |
5th to 7th |
2,666 |
West 24th Place |
West of Kasold Drive |
750 |
Liberty Street |
East of Learnard Avenue |
400 |
Maple Street |
N. 7th to N. 9th |
6,100 |
Grant Street |
Maple Street to Lincoln Street |
3,060 |
Oakhill Cemetery |
|
9,200 |
Additionally, staff is recommending partnering with the Wakarusa Township to provide a double chip and seal on 35th Street from Iowa to Louisiana. This road is gravel and partly in the city and county (township). Both the city and township provide some maintenance. The township will share the cost of materials and complete the construction. The estimated city share of this construction cost is $15,000.
6) The KLINK project for 2005 is 6th Street, Arkansas to Massachusetts. Per the Capital Improvement Budget, bonds are planned to be issued in the amount of $400,000. The estimated construction cost of this project is $550,000 and includes curb and gutter repair along the south side of 6th Street, reconstruction of several curb inlets, reconstruction of the eastbound lanes between Tennessee and Kentucky, and re-striping as a five lane road with a center turn lane. The State’s share will be 50% of the participating construction costs up to a maximum of $200,000. The State does not participate in curb repair or the reconstruction of curb inlets. The City Commission set a bid date of April 26, 2005 for this KLINK project on April 12, 2005.