Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2026-02-05-3
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: 02/05/2026
Date that the sample was received by the laboratory/organization performing the testing: 02/05/2026
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:
Structure name:
The fabricator/manufacturer/facility name: Hwy 5 Stockton
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: North
Post Mile: 1976.00
Lanes to be Tested: Lane #3
Station:
DIME Test ID: 2026-02-05-3-1
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 03/02/2026
Date Tested: 03/02/2026
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: BEAR CREEK APPROACH SLAB DID NOT MEET SPECS BUT DEPARTURE SLAB RESULTS ARE:.44-.44-.44= .44 AVG WHICH COMPLIES. SHOULDER AREA ON EACH SLAB NOT TESTED PER INSPECTOR,
Test Result Compliance: does not comply
Additional Comments When Verified:
Due to test owner's privacy settings, you do not have permission to view this test data.
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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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0.31
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DIME Test ID: 2026-02-05-3-2
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 03/02/2026
Date Tested: 02/18/2026
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: MCAULIFFE RD APPROACH SLAB. DEPARTURE SLAB RESULTS ARE: .36-.49-.49=.45AVG WHICH ALSO COMPLIES. SHOULDER AREA ON EACH SLAB NOT TESTED PER INSPECTOR,
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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0.49
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DIME Test ID: 2026-02-05-3-3
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 03/02/2026
Date Tested: 02/18/2026
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: HAMMER LANE APPROACH SLAB. DEPARTURE SLAB RESULTS ARE:.40-.40-.39=.40AVG WHICH ALSO COMPLIES, SHOULDER AREA ON EACH SLAB NOT TESTED PER INSPECTOR,
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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0.39
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DIME Test ID: 2026-02-05-3-4
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 03/02/2026
Date Tested: 03/02/2026
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: 8-Mile APPROACH SLAB. DEPARTURE SLAB RESULTS ARE:.44-.44-.44=.44AVG WHICH ALSO COMPLIES.SHOULDER AREA ON EACH SLAB NOT TESTED PER INSPECTOR,
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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