Whose responsibility is it to repair or replace sidewalks?
Property owners are responsible for repair and replacement, but may receive City assistance. The City may pay for a portion of the cost, and will remove City tree roots, if necessary.
For information on sidewalk programs, see the Bureau of Sidewalks or call 216.664.2474.
For further information on tree roots, see Urban Forestry or call 216.664.3104.
From: Division of Engineering & Construction
Last updated: Jul 29 2008 12:17PM
Category: Streets and Transportation
Q516
Should test holes be drilled when flowable fill is used?
Yes, test holes should be drilled for air relief when undermining to ensure flowable fill is filled properly.
Routine undermining from trench or excavation should be cut out following the City's roadway repair restoration guidelines (see specifications here.)
Contractors should contact the Division of Engineering & Construction at 216.664.2379 for special instructions if a lot of undermining is encountered.
From: Division of Engineering & Construction
Last updated: Apr 13 2009 11:05AM
Category: Streets and Transportation
Q1354
How does the use of flowable fill affect the ability to accurately trace/find water main breaks/leaks?
Leaks travel along pipes, making them hard to find.
Flowable fill causes the area near a leak to be less permeable, making it more likely for the water to push up through the soil, instead of traveling along the pipe.
This process makes it easier to find a leak.
From: Division of Engineering & Construction
Last updated: Apr 13 2009 10:50AM
Category: Streets and Transportation
Q1352
What happens if, during construction, something like trolley tracks are found at the site?
Flowable fill is used under trolley tracks to fill voids created by tunneling. It is more compact than granular backfill.
From: Division of Engineering & Construction
Last updated: Apr 9 2009 9:00AM
Category: Streets and Transportation
Q1344
Is there a delay or lag time with using flowable fill for backfilling operations?
Most ready-mix producers can handle the flowable fill delivery needs of City departments. Concrete base can be poured as soon as it sets up, usually between two and four hours.
Use of flowable fill requires a contract with a concrete company as well as a delivery notice (same as for concrete). The mix design specified by the City can be made by any concrete plant in the county.
From: Division of Engineering & Construction
Last updated: Apr 9 2009 8:51AM
Category: Streets and Transportation
Q1346
Is a Certificate of Compliance necessary for the use of flowable fill?
Yes. It must come from a plant with a current Certificate of Compliance demonstrating the ability of the mix design to meet specified requirements.
The certificate must contain the name of supplier, date, contract number and mix design data on each delivery ticket. Certificates over a year old will not be accepted.
From: Division of Engineering & Construction
Last updated: Apr 9 2009 8:29AM
Category: Streets and Transportation
Q1355
Is there difficulty using test rods to find leads when flowable fill is used?
Test rods are hard to pound in where flowable fill is used and it takes longer to find and repair leaks. The proper mix design from 50 PSI to 100 PSI eliminates the need to pound in the test rods.
From: Division of Engineering & Construction
Last updated: Apr 9 2009 8:26AM
Category: Streets and Transportation
Q1353
When excavating in flowable fill trenches, is it difficult to locate existing utilities without damage?
When flowable fill is designed correctly, utilities which are not encased are easier to find.
Dirt is not a stable material, especially when wet, and when excavation causes it to move it can result in damage to utilities that are not well encased.
From: Division of Engineering & Construction
Last updated: Apr 9 2009 8:21AM
Category: Streets and Transportation
Q1351
How difficult is hand digging in a trench backfilled with flowable fill?
Any strengths between 50 PSI and 100 PSI are very easy to hand dig and would also need less re-excavation.
From: Division of Engineering & Construction
Last updated: Apr 9 2009 8:20AM
Category: Streets and Transportation
Q1350
When using flowable fill, can trucks be washed out the same way as concrete trucks are when excess material is ordered?
The truck can wash its chute out right in the hole. There is minimal wash-out with flowable fill material.
From: Division of Engineering & Construction
Last updated: Apr 9 2009 8:16AM
Category: Streets and Transportation
Q1349
Are there any requirements for ordering flowable fill for irregular shaped holes?
Any hole, no matter what shape, has to be rough measured for material. After that, the concrete dispatcher can calculate the amount of flowable fill needed.
From: Division of Engineering & Construction
Last updated: Apr 9 2009 8:15AM
Category: Streets and Transportation
Q1348
What is the useful life of flowable fill when delivered to a site?
Research indicates that the useful life is about 2.5 hours. Set time can be altered in the mix design. Proper planning should eliminate any issues with using old or expired materials.
From: Division of Engineering & Construction
Last updated: Apr 9 2009 7:59AM
Category: Streets and Transportation
Q1345
If wrapping utility pipes is necessary, who assumes this responsibility?
The contractor should notify the owner of the utility to wrap the pipe.
From: Division of Engineering & Construction
Last updated: Apr 9 2009 7:55AM
Category: Streets and Transportation
Q1343
Can flowable fill be installed in a trench the same way as granular material is?
Probably not because of the characteristics and nature of flowable fill.
Caution must be used to make sure material does not run into the trench.
This can be done by setting a bulkhead in front of the pipe and placing the material. This is the same method used at the end of the day when work has ended.
From: Division of Engineering & Construction
Last updated: Apr 9 2009 7:02AM
Category: Streets and Transportation
Q1338
Box extensions have a sloppy fit and tend to shift during backfill. What can be done to prevent the material from covering the operating nut and bypass piping?
Visqueen should be used to isolate the operating nut and bypass pipe before the backfilling begins.
From: Division of Engineering & Construction
Last updated: Apr 9 2009 7:01AM
Category: Streets and Transportation
Q1340
When using flowable fill, if utility ducts are found, can the material be changed?
Yes, however, it may be necessary. Example: If it is used for water lines and fiber optic cables are found, the contractor does not have to change to a bedding material because flowable fill will provide all the support needed.
From: Division of Engineering & Construction
Last updated: Apr 9 2009 6:56AM
Category: Streets and Transportation
Q1342
How will the use of flowable fill affect backfilling trenches in excess of twenty-five feet?
The practice now used is to backfill with material as the trench box is pulled forward. Flowable fill can be used by using a three sided trench box.
From: Division of Engineering & Construction
Last updated: Apr 9 2009 6:55AM
Category: Streets and Transportation
Q1337
What is flowable fill?
Flowable fill is a self-compacting, cementous material used as backfill in place of compacted granular material. It is made from cement, fly ash, fine aggregate (sand) and water.
From: Division of Engineering & Construction
Last updated: Apr 9 2009 6:52AM
Category: Streets and Transportation
Q1336
Large excavations with valve boxes in the middle require a way to stabilize the extension while adding material to keep it lined up. What type of slump is required?
Flowable fill does not have to be ordered at a high slump (8"-10"). A lower slump could be used to stabilize the extension. After that, the slump can be increased.
From: Division of Engineering & Construction
Last updated: Apr 8 2009 3:21PM
Category: Streets and Transportation
Q1341
Will flowable fill seep into open joints, around parts and underground vaults?
Open joints and holes in vaults should be bulkheaded or wrapped with visqueen to prevent seepage. Bolts and other mechanical parts should be wrapped to ease access for future repair.
From: Division of Engineering & Construction
Last updated: Apr 8 2009 3:17PM
Category: Streets and Transportation
Q1339
Office of Capital Projects Jomarie Wasik, Director 601 Lakeside Ave., Rm 113 Cleveland, Ohio 44114
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