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: 2026-07-19-1
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: 07/19/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/19/2026
The quantity of what the sample constitutes: Skid Testing
A brief description of the sample: Skid test on Bridge Deck
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Hwy 5 NB Stockton (8-Mile to Hammer Lane)
The fabricator/manufacturer/facility name: Hwy 5 NB 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 #1,Lane #2
Station:
DIME Test ID: 2026-07-19-1-1
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 07/31/2026
Date Tested: 07/31/2026
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 BR APPROACH SLAB
DEPARTURE SLAB ALSO TESTED, IT ALSO COMPLIES WITH AN .38 AVG
Test Result Compliance: complies
Additional Comments When Verified:
|
Pavement or Bridge Deck?
|
Bridge Deck
|
|
Average Coefficient of Friction
|
0.38
|
DIME Test ID: 2026-07-19-1-2
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 07/28/2026
Date Tested: 07/27/2026
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: MOSHER BRIDGE
APPROACH SLAB COMPLIES WITH AN .37AVG
DEPARTURE SLAB COMPLIES WITH AN .39 AVG
Test Result Compliance: complies
Additional Comments When Verified:
|
Pavement or Bridge Deck?
|
Bridge Deck
|
|
Average Coefficient of Friction
|
0.38
|
DIME Test ID: 2026-07-19-1-3
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 07/28/2026
Date Tested: 07/27/2026
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 BRIDGE NB
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Pavement or Bridge Deck?
|
Bridge Deck
|
|
Average Coefficient of Friction
|
0.30
|
DIME Test ID: 2026-07-19-1-4
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 07/28/2026
Date Tested: 07/27/2026
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 BRIDGE APPROACH SLAB
DEPARTURE SLAB ALSO COMPLIES WITH AN .37 AVG
Test Result Compliance: complies
Additional Comments When Verified:
|
Pavement or Bridge Deck?
|
Bridge Deck
|
|
Average Coefficient of Friction
|
0.36
|
DIME Test ID: 2026-07-19-1-5
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 07/28/2026
Date Tested: 07/28/2026
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 RD BRIDGE
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Pavement or Bridge Deck?
|
Bridge Deck
|
|
Average Coefficient of Friction
|
0.30
|
DIME Test ID: 2026-07-19-1-6
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 07/28/2026
Date Tested: 07/28/2026
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 RD APPROACH SLAB
DEPARTURE SLAB ALSO COMPLIES WITH AN .41 AVG
Test Result Compliance: complies
Additional Comments When Verified:
|
Pavement or Bridge Deck?
|
Bridge Deck
|
|
Average Coefficient of Friction
|
0.39
|
DIME Test ID: 2026-07-19-1-7
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 07/28/2026
Date Tested: 07/27/2026
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 BRIDGE
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Pavement or Bridge Deck?
|
Bridge Deck
|
|
Average Coefficient of Friction
|
0.23
|
DIME Test ID: 2026-07-19-1-8
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 07/28/2026
Date Tested: 07/27/2026
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
DEPARTURE SLAB ALSO COMPLIES WITH AN .36AVG
Test Result Compliance: complies
Additional Comments When Verified:
|
Pavement or Bridge Deck?
|
Bridge Deck
|
|
Average Coefficient of Friction
|
0.36
|
