Summary for Test 2026-05-11-15-4
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1000259 DEA: 050N74V4 EFIS: 0522000043 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-9.2/9.7 |
| Award Date | 02/08/2024 |
| Closeout Date | Not set |
| Work Description | Not set |
| 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 |
| QA Service Level | 1 (Verified on 04/15/2024) |
Sample Information
| Sample Taken Date | 05/11/2026 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/11/2026 | Sample type | Acceptance |
| A brief description of the sample | SKID TESTING REQUEST | The quantity of what the sample constitutes | Bridge decks, CRCP multiple |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Josh |
| Last name of sampler or witnessed by | Madrigal | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Cemex | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| 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 |
| Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | 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 Details
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DIME Sample ID: 2026-05-11-15
DIME Test ID: 2026-05-11-15-4
Testing Lab: CT HQ - FFS - Skid Testing
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Test Release Date: 2026-06-09
Test Results
Pavement or Bridge Deck?: Pavement
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 06/08/2026
Air Temperature: 60 F
Tire Pressure: 25 psi
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: COOL
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: BEGIN PROJECT
Edge used to measure position: RIGHT OF BARRIER
Project Stationing 1: 100+00 ft
Project Stationing 2: 125+00 ft
Project Stationing 3: 150+00 ft
Project Stationing 4: 175+00 ft
Project Stationing 5: 200+00 ft
Direction and Lane # for Stationing 1: no data
Direction and Lane # for Stationing 2: no data
Direction and Lane # for Stationing 3: no data
Direction and Lane # for Stationing 4: no data
Direction and Lane # for Stationing 5: no data
Position for Stationing 1: 20 ft
Position for Stationing 2: 20 ft
Position for Stationing 3: 20 ft
Position for Stationing 4: 20 ft
Position for Stationing 5: 20 ft
Percent Grade for 1st Stationing: 0.0 %
Percent Grade for 2nd Stationing: 0.0 %
Percent Grade for 3rd Stationing: 0.0 %
Percent Grade for 4th Stationing: 0.0 %
Percent Grade for 5th Stationing: 0.0 %
Corrected Coefficients of Friction for Stationing 1: 0.33
Corrected Coefficients of Friction for Stationing 2: 0.34
Corrected Coefficients of Friction for Stationing 3: 0.33
Corrected Coefficients of Friction for Stationing 4: 0.31
Corrected Coefficients of Friction for Stationing 5: 0.31
Average Coefficient of Friction: 0.32
General comments (publicly viewable) (Max 1000 characters): MAINLINE FROM BEFORE OAK CREEK BRIDGE
SECOND SET OF TESTS TAKEN 700 FT AFTER FIRSTS TESTS WHICH COMPLIES WITH AN AVG OF .33
Test was verified on 6/9/2026 ✔