Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001666 DEA: 051K4404 EFIS: 0518000208
QA Service Level: 1
DIST-CO-RTE-PM: 05-MON,-101-R41.9/49.8
Work Description: COLD PLANE, PLACE HMA & RHMA, LIGHTING AND INSTALL TMS ELEMENTS.
Location Description: MONTEREY COUNTY NEAR KING CITY FROM JOLON ROAD UNDERCROSSING TO 0.1 MILE NORTH OF LAGOMARSINO AVENUE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 398 Sunrise Terrace, Arroyo Grande, CA 93420
Resident Engineer: Baljinder S Brar Structure Rep.: Unknown
DIME Sample ID: 2026-05-29-4
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Prunedale Field Laboratory
Sample Organization Contact:
Type of Sample: Acceptance
Type of Material: Roadway/Bridge Surface
Sample Taken Date: 05/29/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/29/2026
The quantity of what the sample constitutes: ONE LANE
A brief description of the sample: SKID TESTING REQUEST
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Conc Slab Barrier
The fabricator/manufacturer/facility name: Graniterock Salinas Batch
Pavement Surface Type: PCC (Portland Cement Concrete)
Type of Traffic Control Provided: Behind K-Rail/Barrier
DIST-CO-RTE: 05-Mon-101
Direction of Travel:
Post Mile: 45.20
Lanes to be Tested: Shoulder
Station:
DIME Test ID: 2026-05-29-4-1
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 06/24/2026
Date Tested: 06/24/2026
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: DAY WORK 7AM- 3:30PM. ENTER K RAIL OPENING AT NB END OF K RAIL, AND BACK IN
Test Result Compliance: complies
Additional Comments When Verified:
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Pavement or Bridge Deck?
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Bridge Deck
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Average Coefficient of Friction
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0.36
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