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Sample Record for 2025-09-17-22

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Project Information

Project ID: 995125 DEA: 101E3004 EFIS: 1018000273 QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-5-32.5/49.8
Work Description: REMOVE EXISTING PAVEMENT AND REPLACE WITH CONCRETE PAVEMENT.
Location Description: SAN JOAQUIN COUNTY IN AND NEAR STOCKTON FROM 0.2 MILE SOUTH OF HAMMER LANE UNDERCROSSING TO SACRAMENTO COUNTY LINE
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: 1450 Civic Court, Building B #400, Concord, CA 95351
Resident Engineer: Ariel Mendoza Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-09-17-22
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3665 - Stockton
Sample Organization Contact: (916) 416-7793
Type of Sample: Acceptance
Type of Material: Roadway/Bridge Surface
Sample Taken Date: 09/17/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/17/2025
The quantity of what the sample constitutes: skid testing
A brief description of the sample: CTM 342
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 10-1E3004
Structure name: Hwy 5 SB Stockton (8-Mile to Hammer Lane)
The fabricator/manufacturer/facility name: JOB SITES

Material Information

Pavement Surface Type: PCC (Portland Cement Concrete)
Type of Traffic Control Provided: Behind K-Rail/Barrier
DIST-CO-RTE: 10-SJ-5-32.5/49.8
Direction of Travel: South
Post Mile: 1976.00
Lanes to be Tested: Lane #1
Station:

Test Results

Test 1 of 3

DIME Test ID: 2025-09-17-22-2
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 09/30/2025
Date Tested: 09/26/2025
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:
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Pavement
Average Coefficient of Friction 0.46

Test 2 of 3

DIME Test ID: 2025-09-17-22-3
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 09/30/2025
Date Tested: 09/26/2025
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:
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Pavement
Average Coefficient of Friction 0.46

Test 3 of 3

DIME Test ID: 2025-09-17-22-4
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 09/30/2025
Date Tested: 09/26/2025
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:
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Pavement
Average Coefficient of Friction 0.46

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2025-09-17-22-1CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)09/17/202509/25/2025Armando JoseCT HQ - FFS - Skid TestingTest any time after 9 AM. Skid test on approach and departure slabs and roadway between bridges. Following bridges are Eight Mile, McAuliffe, Bear Creek, Mosher and Hammer Lane.