Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000166 DEA: 101P7204 EFIS: 1022000156
QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-5-R19.6/R24.0
Work Description: POLYESTER CONCRETE OVERLAY, STRUCTURAL CONCRETE, COLD PLANE AND HMA.
Location Description: SAN JOAQUIN COUNTY IN AND NEAR STOCKTON AT VARIOUS LOCATIONS FROM ROTH ROAD UNDERCROSSING TO WALKER SLOUGH BRIDGE
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: 45 Morrison Ave Sacramento, Sacramento, CA 95838
Resident Engineer: Mohamed Taleb Structure Rep.: Unknown
DIME Sample ID: 2025-04-18-3
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 206-4373
Type of Sample: Acceptance
Type of Material: Roadway/Bridge Surface
Sample Taken Date: 04/18/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/18/2025
The quantity of what the sample constitutes: Multiple Lanes
A brief description of the sample: Skid Test Request
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 29-0216R and Various
Structure name: Roth Road UC and Various
The fabricator/manufacturer/facility name: Myers and Sons Construction
Pavement Surface Type: Polyester Concrete
Type of Traffic Control Provided: Stationary Lane Closure
DIST-CO-RTE: 10-SJ-5
Direction of Travel: North
Post Mile: 19.58
Lanes to be Tested: Shoulder,Lane #1,Lane #2,Lane #3
Station:
DIME Test ID: 2025-04-18-3-1
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 05/08/2025
Date Tested: 04/21/2025
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: DOWNEY UC-TESTED ENTIRE BRIDGE MULTIPLE LANES AND APPROACH/DEPARTURE SLABS ALL WITHIN SPECS WITH AN AVG OF .38
Test Result Compliance: complies
Additional Comments When Verified:
|
Pavement or Bridge Deck?
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Bridge Deck
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|
Average Coefficient of Friction
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0.38
|
DIME Test ID: 2025-04-18-3-3
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 05/08/2025
Date Tested: 04/25/2025
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: HOSPITAL RD UC SB. TESTED ENTIRE BRIDGE MULTIPLE LANES AND APPROACH/DEPARTURE SLABS ALL WITHIN SPECS WITH AN AVG OF .37
Test Result Compliance: complies
Additional Comments When Verified:
|
Pavement or Bridge Deck?
|
Bridge Deck
|
|
Average Coefficient of Friction
|
0.37
|
DIME Test ID: 2025-04-18-3-2
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 05/08/2025
Date Tested: 04/21/2025
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: FRENCH CAMP SLOUGH SB. TESTED ENTIRE BRIDGE MULTIPLE LANES AND APPROACH/DEPARTURE SLABS ALL WITHIN SPECS WITH AN AVG OF .38
Test Result Compliance: complies
Additional Comments When Verified:
|
Pavement or Bridge Deck?
|
Bridge Deck
|
|
Average Coefficient of Friction
|
0.38
|
DIME Test ID: 2025-04-18-3-4
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 05/08/2025
Date Tested: 04/25/2025
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: HOSPITAL RD UC NB. TESTED ENTIRE BRIDGE MULTIPLE LANES AND APPROACH/DEPARTURE SLABS ALL WITHIN SPECS WITH AN AVG OF .36
Test Result Compliance: complies
Additional Comments When Verified:
|
Pavement or Bridge Deck?
|
Bridge Deck
|
|
Average Coefficient of Friction
|
0.36
|
DIME Test ID: 2025-04-18-3-5
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 05/08/2025
Date Tested: 04/25/2025
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: DOWNEY UC NB. TESTED ENTIRE BRIDGE MULTIPLE LANES AND APPROACH/DEPARTURE SLABS ALL WITHIN SPECS WITH AN AVG OF .36
Test Result Compliance: complies
Additional Comments When Verified:
|
Pavement or Bridge Deck?
|
Bridge Deck
|
|
Average Coefficient of Friction
|
0.36
|
DIME Test ID: 2025-04-18-3-7
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 05/08/2025
Date Tested: 04/25/2025
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: FRENCH CAMP SLOUGH NB. TESTED ENTIRE BRIDGE MULTIPLE LANES AND APPROACH/DEPARTURE SLABS ALL WITHIN SPECS WITH AN AVG OF .37
Test Result Compliance: complies
Additional Comments When Verified:
|
Pavement or Bridge Deck?
|
Bridge Deck
|
|
Average Coefficient of Friction
|
0.37
|
DIME Test ID: 2025-04-18-3-9
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 05/08/2025
Date Tested: 04/25/2025
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: ROTH RD UC NB.TESTED ENTIRE BRIDGE MULTIPLE LANES AND APPROACH/DEPARTURE SLABS ALL WITHIN SPECS WITH AN AVG OF .37. SOME FOOTPRINT DIVITS ON SLAB
Test Result Compliance: complies
Additional Comments When Verified:
|
Pavement or Bridge Deck?
|
Bridge Deck
|
|
Average Coefficient of Friction
|
0.37
|
DIME Test ID: 2025-04-18-3-8
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 05/08/2025
Date Tested: 04/23/2025
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: MATHEWS UC SB. TESTED ENTIRE BRIDGE MULTIPLE LANES AND APPROACH/DEPARTURE SLABS ALL WITHIN SPECS WITH AN AVG OF .36
Test Result Compliance: complies
Additional Comments When Verified:
|
Pavement or Bridge Deck?
|
Bridge Deck
|
|
Average Coefficient of Friction
|
0.36
|
DIME Test ID: 2025-04-18-3-10
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 05/08/2025
Date Tested: 04/23/2025
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: MATHEWS RD NB. TESTED ENTIRE BRIDGE MULTIPLE LANES AND APPROACH/DEPARTURE SLABS ALL WITHIN SPECS WITH AN AVG OF .37
Test Result Compliance: complies
Additional Comments When Verified:
|
Pavement or Bridge Deck?
|
Bridge Deck
|
|
Average Coefficient of Friction
|
0.37
|
