Summary for Test 2026-05-28-4-2
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 994326 DEA: 051C3604 EFIS: 0512000134 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-217-0.9/1.4 |
| Award Date | 01/31/2023 |
| Closeout Date | Not set |
| Work Description | REPLACE BRIDGE. |
| Location Description | SANTA BARBARA COUNTY NEAR GOLETA FROM 0.2 MILE EAST OF GOLETA SLOUGH BRIDGE TO 0.4 MILE EAST OF SAN JOSE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 10/17/2022) |
Sample Information
| Sample Taken Date | 05/28/2026 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/28/2026 | Sample type | Acceptance |
| A brief description of the sample | Skid Testing Request | The quantity of what the sample constitutes | Multiple Lanes |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Raymond |
| Last name of sampler or witnessed by | Barajas | Title of sampler | Raymond Barajas |
| Telephone number of sampler | 805-441-6932 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | MCM Construction | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 51-0362 | Structure name | San Jose Creek Bridge |
| Bid Item | 3855706 |
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-217 |
| Direction of Travel | West | Post Mile | 1.02 |
| Lanes to be Tested | Lane #1,Lane #2 | Station |
Test Details
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DIME Sample ID: 2026-05-28-4
DIME Test ID: 2026-05-28-4-2
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: 2026-08-04
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 07/22/2026
Air Temperature: 65 F
Tire Pressure: 25 psi
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: WARM
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: BEGINING OF BRIDGE
Edge used to measure position: RIGHT OF WALL
Reference Distance 1: 50 ft
Reference Distance 2: 53 ft
Reference Distance 3: 56 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
Position for Stationing 1: 15 ft
Position for Stationing 2: 15 ft
Position for Stationing 3: 15 ft
Percent Grade for 1st Stationing: 0.0 %
Percent Grade for 2nd Stationing: 0.0 %
Percent Grade for 3rd Stationing: 0.0 %
Corrected Coefficients of Friction for Stationing 1: 0.47
Corrected Coefficients of Friction for Stationing 2: 0.47
Corrected Coefficients of Friction for Stationing 3: 0.47
Average Coefficient of Friction: 0.47
General comments (publicly viewable) (Max 1000 characters): SAN JOSE CREEK BRIDGE. VISUALLY INSPECTED ENTIRE BRIDGE AS WELL AS SB DIRECTION. ALL LOOKS UNIFORMED.
Test was verified on 8/4/2026 ✔