Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000756 DEA: 051H6504 EFIS: 0516000118
QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-183-R8.3/9.9
Work Description: HMA (TYPE A), RHMA-G, DRAINAGE, LANDSCAPE, ELECTRICAL AND CURB RAMPS.
Location Description: MONTEREY COUNTY IN CASTROVILLE FROM 0.1 MILE SOUTH OF DEL MONTE AVENUE TO ROUTE 1/183 JUNCTION.
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 580 WEST BEACH STREET, WATSONVILLE CA 95076
Resident Engineer: Nash Munes Structure Rep.: Unknown
DIME Sample ID: 2026-09-14-5
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: 09/14/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/16/2026
The quantity of what the sample constitutes: PCC
A brief description of the sample: ROADWAY
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JOB SITE
Pavement Surface Type: PCC (Portland Cement Concrete)
Type of Traffic Control Provided: Behind K-Rail/Barrier
DIST-CO-RTE:
Direction of Travel:
Post Mile:
Lanes to be Tested:
Station:
DIME Test ID: 2026-09-14-5-1
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 09/16/2026
Date Tested: 09/16/2026
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: 183/156 SEPERATION/ BR#44-0185
Test Result Compliance: complies
Additional Comments When Verified:
|
Pavement or Bridge Deck?
|
Bridge Deck
|
|
Average Coefficient of Friction
|
0.48
|
