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Sample Record for 2025-06-19-1

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

Project Information

Project ID: 994864 DEA: 050N74U4 EFIS: 0522000025 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-9.9/10.6
Work Description: SB 101 4D North San Ysidro to Olive Mill
Location Description: In Santa Barbara County in and near Santa Barbara from 0.1 mile south of San Ysidro Road Overcrossing to 0.1 north of Olive Mill Road Overcrossing
Contractor Name: Craig Flowers (Granite Construction Company)
Contractor Address: PO Box 6744, Santa Barbara, CA 93160
Resident Engineer: Taylor Merlo Structure Rep.: Emiliano Berntsen

Sample Information

DIME Sample ID: 2025-06-19-1
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: 06/19/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/19/2025
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: 51-185
Structure name: San Ysidro OC
The fabricator/manufacturer/facility name: Granite Construction

Material Information

Pavement Surface Type: CRCP (Continuously Reinforced Concrete Pavement)
Type of Traffic Control Provided: Behind K-Rail/Barrier
DIST-CO-RTE: 05-SB-101
Direction of Travel: North
Post Mile: 10.00
Lanes to be Tested: Shoulder,Lane #2,Lane #3
Station:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2025-06-19-1-1
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 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: NB AFTER YSIDERO OFF RAMP. VISUALLY INSPECTED ENTIRE ROADWAY SURFACE AND TESTED THE ROUGHLY 2500 FT AREA. 700FT-1200FT AVG .35 1300FT-1800FT AVG .34 1900-FT-2400FT AVG .34
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Pavement
Average Coefficient of Friction 0.34

Test 2 of 4

DIME Test ID: 2025-06-19-1-2
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Submitted By Organization: CT HQ - FFS - Skid Testing
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: steven.seifert@dot.ca.gov
Organization Phone: (916) 227-7287
This test has been superseded on 06/27/2025. The corrected test ID is: 2025-06-19-1-4
Reason: corrected

Test 3 of 4

DIME Test ID: 2025-06-19-1-3
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 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: NB AFTER OLIVE MILL RD OFF RAMP. VISUALLY INSPECTED ENTIRE ROADWAY SURFACE AND TESTED THE ROUGHLY 2500 FT AREA UPTO HERMOSILLO RD OFF RAMP. 700FT-1200FT AVG .37 1200FT-1700FT AVG .33 1800-FT-2300FT AVG .33.
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Pavement
Average Coefficient of Friction 0.33

Test 4 of 4

DIME Test ID: 2025-06-19-1-4
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 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: YSIDERO ON RAMP
The test was superseded from test ID: 2025-06-19-1-2
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Pavement
Average Coefficient of Friction 0.37