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Sample Record for 2026-05-11-15

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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: 2026-05-11-15
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: 05/11/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/11/2026
The quantity of what the sample constitutes: Bridge decks, CRCP multiple
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: Cemex

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: South
Post Mile:
Lanes to be Tested: On Ramp,Off Ramp,Lane #2,Lane #3
Station: 9.2 to 11.1
Test results on following page(s): 9

Test Results

Test

DIME Test ID: 2026-05-11-15-2
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 06/09/2026
Date Tested: 06/08/2026
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: MAILINE BEFORE EXIT #94 OFF RAMP. SECOND SET OF TESTS DONE AT 700FT WITH AN AVG OF .33 THIRD SET OF TESTS DONE AT 1200FT WITH AN .32 AVG VISUALLY INSPECTED ENTIRE MAINLINE, TESTED AREAS INSIDE OF NEW KRAIL SETTING. SHOULDER AREAS CLOSE TO BARRIERS 2-3FT NOT TESTED
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Pavement
Average Coefficient of Friction 0.34

Test

DIME Test ID: 2026-05-11-15-3
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 06/09/2026
Date Tested: 06/08/2026
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: MAINLINE AFTER OFF RAMP #94 SECOND SET OF TESTS DONE AT 650FT WITH AN AVG OF .33 THIRD SET OF TESTS DONE AT 1100FT WITH AN AVG OF .31 4TH SET OF TESTS DONE AT1650 FT WITH AN AVG OF .33 5TH SET OF TESTS DONE AT 2100FT WITH AN AVG OF .32 ENTIRE MAINLINE VISUALLY INSPECTED ENTIRE MAINLINE, TESTED AREAS INSIDE OF NEW KRAIL SETTING. SHOULDER AREAS CLOSE TO BARRIERS 2-3FT NOT TESTED.
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Pavement
Average Coefficient of Friction 0.31

Test

DIME Test ID: 2026-05-11-15-1
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 06/09/2026
Date Tested: 06/08/2026
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: EXIT #94 OFF RAMP. ENTIRE OFF RAMP VISUALLY INSPECTED, ALL LOOKED UNIFORMED
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Pavement
Average Coefficient of Friction 0.35

Test

DIME Test ID: 2026-05-11-15-4
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 06/09/2026
Date Tested: 06/08/2026
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: MAINLINE FROM BEFORE OAK CREEK BRIDGE SECOND SET OF TESTS TAKEN 700 FT AFTER FIRSTS TESTS WHICH COMPLIES WITH AN AVG OF .33
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Pavement
Average Coefficient of Friction 0.32

Test

DIME Test ID: 2026-05-11-15-6
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 06/08/2026
Date Tested: 06/08/2026
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: OAK CREEK BR APPROACH SLAB PASSED WITH AN .36 AVG DEPARTURE SLAB PASSED 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

Test

DIME Test ID: 2026-05-11-15-5
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 06/15/2026
Date Tested: 06/08/2026
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: POSILIPO ON RAMP, TESTED SMALL SECTION BEFORE EXISTING BRIDGE AND RESULTS SHOWN ARE FOR AFTER THE EXISTING BRIDGE ON RAMP NEAR OAK PARK BRIDGE ALSO TESTED AND COMPLIES WITH AN AVG OF .32
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Pavement
Average Coefficient of Friction 0.31

Test

DIME Test ID: 2026-05-11-15-9
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 06/09/2026
Date Tested: 06/09/2026
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: SECOND SET OF TESTS DONE AFTER SAN YSIDRO BR WITH AN AVG OF .33 THIRD SET OF TESTS TAKEN AFTER ROMERO BRIDGE WITH AN AVG OF .31 VISUALLY INSPECTED ENTIRE MAINLINE, TESTED AREAS INSIDE OF FUTURE KRAIL SETTING
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Pavement
Average Coefficient of Friction 0.32

Test

DIME Test ID: 2026-05-11-15-7
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 06/09/2026
Date Tested: 06/08/2026
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: SAN YSIDRO CREEK BRIDGE APPROACH SLAB TESTED AND COMPLIES WITH AN .35 AVG DEPARTURE SLAB TESTED AND COMPLIES WITH AN .36 AVG
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Bridge Deck
Average Coefficient of Friction 0.36

Test

DIME Test ID: 2026-05-11-15-8
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 06/09/2026
Date Tested: 06/09/2026
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: ROMERO CREEK BRIDGE APPROACH SLAB TESTED, COMPLIES WITH AN .37AVG DEPARTURE SLAB TESTED, COMPLIES WITH AN .38 AVG
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Bridge Deck
Average Coefficient of Friction 0.36