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Sample Record for 2025-06-16-6

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Project Information

Project ID: 1000259 DEA: 050N74V4 EFIS: 0522000043 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-9.2/9.7
Work Description:
Location Description: FOR CONSTRUCTION ON STATE HIGHWAY IN SANTA BARBARA COUNTY AT MONTECITO FROM 0.2 MILE NORTH OF SHEFFIELD DRIVE UNDERCROSSING TO 0.3 MILE SOUTH OF SAN YSIDRO ROAD OVERCROSSING
Contractor Name: Granite Construction Company
Contractor Address: P.O. Box 6744, Santa Barbara, CA 93160
Resident Engineer: Taylor Merlo Structure Rep.: Emiliano Berntsen

Sample Information

DIME Sample ID: 2025-06-16-6
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3675 - Santa Barbara 1
Sample Organization Contact: (805) 441-6932
Type of Sample: Acceptance
Type of Material: Roadway/Bridge Surface
Sample Taken Date: 06/16/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/16/2025
The quantity of what the sample constitutes: Multiple Lanes
A brief description of the sample: Skid Testing Request
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 51-0348, 51-0349, 51-0350 AND ADJACENT APPROACH SLABS, CRCP PAVEMENT
Structure name: ROMERO CREEK BRIDGE, SAN YSIDRO CREEK BRIDGE, OAK CREEK BRIDGE AND ADJACENT CRCP PAVEMENTS
The fabricator/manufacturer/facility name: GRANITE CONSTRUCTION

Material Information

Pavement Surface Type: PCC (Portland Cement Concrete)
Type of Traffic Control Provided: Behind K-Rail/Barrier
DIST-CO-RTE: 05-SB-101
Direction of Travel: North
Post Mile: 9.20
Lanes to be Tested: Shoulder,On Ramp,Off Ramp,Lane #1,Lane #2,Lane #3
Station:
Test results on following page(s): 8

Test Results

Test 1 of 8

DIME Test ID: 2025-06-16-6-1
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 06/27/2025
Date Tested: 06/27/2025
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: ROMERO CREEK NB. ASLO TESTED: APPROACH SLAB .39-.34-.37= .37 AVG. DEPARTURE SLAB-.35-.36-.35=.35 AVG
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Bridge Deck
Average Coefficient of Friction 0.37

Test 2 of 8

DIME Test ID: 2025-06-16-6-2
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 06/27/2025
Date Tested: 06/26/2025
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: SAN YSIDERO CREEK BR NB APPROACH SLAB:.35-.35-.37=.36 AVG DEPARTURE SLAB-.36-.35-.35=.35 AVG
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Bridge Deck
Average Coefficient of Friction 0.39

Test 3 of 8

DIME Test ID: 2025-06-16-6-4
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 06/27/2025
Date Tested: 06/26/2025
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: ROMERO CREEK SB APPROACH SLAB .39-.34-.39= .37 AVG. DEPARTURE SLAB-.37-.37-.37=.37 AVG
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Bridge Deck
Average Coefficient of Friction 0.36

Test 4 of 8

DIME Test ID: 2025-06-16-6-5
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 06/27/2025
Date Tested: 06/27/2025
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: OAK CREEK NB APPROACH SLAB .36-.35-.35=.35AVG DEPARTURE SLAB-.35-.37-.35=.35 AVG
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Bridge Deck
Average Coefficient of Friction 0.36

Test 5 of 8

DIME Test ID: 2025-06-16-6-6
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 06/27/2025
Date Tested: 06/26/2025
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: OAK CREEK SB APPROACH SLAB .35-.35-.39= .36 AVG. DEPARTURE SLAB-.35-.37-.35=.36 AVG
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Bridge Deck
Average Coefficient of Friction 0.39

Test 6 of 8

DIME Test ID: 2025-06-16-6-7
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 06/27/2025
Date Tested: 06/26/2025
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: SAN YSIDERO CREEK BR SB APPROACH SLAB:.35-.33-.37=.35 AVG DEPARTURE SLAB-.36-.36-.36=.36 AVG
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Bridge Deck
Average Coefficient of Friction 0.36

Test 7 of 8

DIME Test ID: 2025-06-16-6-8
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 06/27/2025
Date Tested: 06/27/2025
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: MAINLINE BEGIN PROJECT TO SAN YSIDERO OFF RAMP VISUALLY INSPECTED ENTIRE ROADWAY SURFACE AND TESTED THE 2500 FT AREA. 600FT-1000FT AVG .34 1000FT-1500FT AVG .34 1600-FT-2100FT AVG .33 2100FT-2500FT AVG .33
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Pavement
Average Coefficient of Friction 0.33

Test 8 of 8

DIME Test ID: 2025-06-16-6-9
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 06/27/2025
Date Tested: 06/25/2025
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: SB MAINLINE BEGIN PROJECT FROM SAN YSIDERO OFF RAMP VISUALLY INSPECTED ENTIRE ROADWAY SURFACE AND TESTED THE 2500 FT AREA. 500FT-900FT AVG .34 1000FT-1500FT AVG .35 1600-FT-2100FT AVG .34 2100FT-2500FT AVG .35
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Pavement
Average Coefficient of Friction 0.36