Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215753 DEA: 050N72U4 EFIS: 0520000169
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-4.4/R7.7
Work Description: Please cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B.
Location Description: 101 freeway in Summerland, CA
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 5335 Debbie Road, Santa Barbara, CA 93111
Resident Engineer: Luobao Cai Structure Rep.: Emiliano Berntsen
DIME Sample ID: 2024-12-29-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - FFS - Skid Testing
Sample Organization Contact: (916) 227-7287
Type of Sample: Acceptance
Type of Material: Roadway/Bridge Surface
Sample Taken Date: 12/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/29/2024
The quantity of what the sample constitutes: PCC
A brief description of the sample: PCC
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: MAIN LINE
Pavement Surface Type: PCC (Portland Cement Concrete)
Type of Traffic Control Provided: Moving Lane Closure
DIST-CO-RTE:
Direction of Travel:
Post Mile:
Lanes to be Tested:
Station:
DIME Test ID: 2024-12-29-1-1
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 01/08/2025
Date Tested: 01/08/2025
Submitted By Organization: CT HQ - FFS - Skid Testing
Organization Address: ,
Organization City:
Organization State:
Organization Zipcode:
Organization Email: steven.seifert@dot.ca.gov
Organization Phone: (916) 227-8588
General Comments for this Test: NB- from Santa Claus Lane off ramp to Padaro off ramp. 2.5 miles Tested lane #1 and Shoulder (excluding bridges) according to specs which is within every 528ft for mainline. Entire project limit readings were in the .31-.34 range with no numbers lower than that. The Avg for the 2.5 miles(13,200ft) stretch in each test section are: .31-.32 averages
Test Result Compliance: complies
Additional Comments When Verified:
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Pavement or Bridge Deck?
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Pavement
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Average Coefficient of Friction
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0.33
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DIME Test ID: 2024-12-29-1-2
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 01/08/2025
Date Tested: 01/08/2025
Submitted By Organization: CT HQ - FFS - Skid Testing
Organization Address: ,
Organization City:
Organization State:
Organization Zipcode:
Organization Email: steven.seifert@dot.ca.gov
Organization Phone: (916) 227-8588
General Comments for this Test: SB101 from Padaro to Santa Claus Lane. 2.5 miles Tested lane #1 and Shoulder, (excluding bridges)according to specs which is within every 528ft for mainline. Entire 2.5 miles limit readings were in the .31-.34 range with no numbers lower than that. The Avg for the 2.5 miles(13,200ft) stretch in each test section are: .31 -.33 averages
Test Result Compliance: complies
Additional Comments When Verified:
|
Pavement or Bridge Deck?
|
Pavement
|
|
Average Coefficient of Friction
|
0.32
|
