Print Report | Back to Sample Detail

Sample Record for 2023-09-15-45

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 215242 DEA: 060H3604 EFIS: 0600000935 COOP: 061720 QA Service Level: 2
DIST-CO-RTE-PM: 06-FRE-99-28.1/30.9
Work Description: Veterans Blvd project includes 6-lane arterial roadway in NW Fresno, freeway interchange at SR-99; grade separations over the Union Pacific Railroad, HSR line & Golden State Blvd & multi-purpose trail & adaptive intelligent transportation system tech.
Location Description: SR 99 & Veterans Blvd Interchange Alignment between W Hendon Ave to W Shaw Ave
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Justin Kimura Structure Rep.: Nathan Quiroz

Sample Information

DIME Sample ID: 2023-09-15-45
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: 09/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/15/2023
The quantity of what the sample constitutes: BRIDGE DECK
A brief description of the sample: BRIDGE DECK
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JOB SITE

Material Information

Pavement Surface Type:
Type of Traffic Control Provided:
DIST-CO-RTE:
Direction of Travel:
Post Mile:
Lanes to be Tested:
Station:
Test results on following page(s): 10

Test Results

Test 1 of 10

DIME Test ID: 2023-09-15-45-1
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 11/06/2023
Date Tested: 09/21/2023
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: SB OFF-RAMP BR/42C-0445J. TESTED APPROACH SLAB .35,.37,.36, AND DEPARTURE SLAB .35,.38,.34. ALL WITHIN SPEC
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Bridge Deck
Average Coefficient of Friction 0.37

Test 2 of 10

DIME Test ID: 2023-09-15-45-2
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 11/06/2023
Date Tested: 09/21/2023
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: SB ON-RAMP/42C-0445K. APPROACH SLAB .40,.40,.39. DEPARTURE SLAB .44..43.43. ALL WITHIN SPECS
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Bridge Deck
Average Coefficient of Friction 0.40

Test 3 of 10

DIME Test ID: 2023-09-15-45-3
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 11/06/2023
Date Tested: 09/21/2023
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: GOLDEN STATE/42C-0673. APPROACH AND DEPARTURE SLABS DID NOT MEET SPECS
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Bridge Deck
Average Coefficient of Friction 0.37

Test 4 of 10

DIME Test ID: 2023-09-15-45-4
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 11/06/2023
Date Tested: 09/21/2023
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: VETERANS/42C-0445 EB. APPROACH AND DEPARTURE SLABS DID NOT MEET SPECS
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Bridge Deck
Average Coefficient of Friction 0.41

Test 5 of 10

DIME Test ID: 2023-09-15-45-5
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 11/06/2023
Date Tested: 09/21/2023
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: VETERANS/42C-0445 WB. APPROACH AND DEPARTURE SLABS DID NOT MEET SPECS
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Bridge Deck
Average Coefficient of Friction 0.40

Test 6 of 10

DIME Test ID: 2023-09-15-45-6
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 11/06/2023
Date Tested: 09/21/2023
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: GOLDEN STATE/42C-0673 WB.APPROACH AND DEPARTURE SLABS DID NOT MEET SPECS
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Bridge Deck
Average Coefficient of Friction 0.41

Test 7 of 10

DIME Test ID: 2023-09-15-45-7
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 11/08/2023
Date Tested: 11/06/2023
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: VETERANS APPROACH. DEPARTURE SLABS READINGS ARE AS FOLLOWED: .46-.47-.45=.46 AVG WHICH ALSO COMPLIES
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Bridge Deck
Average Coefficient of Friction 0.45

Test 8 of 10

DIME Test ID: 2023-09-15-45-8
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 11/08/2023
Date Tested: 11/06/2023
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: GOLDEN GATE APPROACH. DEPARTURE SLABS READINGS ARE AS FOLLOWED:.47-.47-.47= .47AVG WHICH ALSO COMPLIES
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Bridge Deck
Average Coefficient of Friction 0.47

Test 9 of 10

DIME Test ID: 2023-09-15-45-9
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 11/08/2023
Date Tested: 11/06/2023
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: VETERANS APPROACH.SB. DEPARTURE SLAB RESULSTS ARE AS FOLLOWED: .47-.47-.47= .47 AVG WHICH ALSO COMPLIES
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Bridge Deck
Average Coefficient of Friction 0.46

Test 10 of 10

DIME Test ID: 2023-09-15-45-10
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 11/08/2023
Date Tested: 11/06/2023
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: GOLDEN GATE APPROACH SB. DEPARTURE SLAB RESULTS ARE AS FOLLOWED: .47-.46-.46=.46AVG WHICH ALSO COMPLIES
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Bridge Deck
Average Coefficient of Friction 0.46