Summary for Test 2026-05-28-4-1
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 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | 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: 2026-05-28-4-1
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: 2026-06-07
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 06/04/2026
Air Temperature: 62
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: COOL
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: END BRIDGE
Edge used to measure position: RIGHT OF BARRIER
Reference Distance 1: 10
Reference Distance 2: 13
Reference Distance 3: 16
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: 6
Position for Stationing 2: 6
Position for Stationing 3: 6
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: 0.36
Corrected Coefficients of Friction for Stationing 2: 0.37
Corrected Coefficients of Friction for Stationing 3: 0.40
Average Coefficient of Friction: 0.38
General comments (publicly viewable) (Max 1000 characters): 2FT RIGHT SHOULDER AREA NOT TESTED ALSO 3 FT LEFT SHOULDER NOT TESTED. EVERYTHING TESTED FROM RIGHT SIDE OF NEW BARRIER.
APPROACH SLAB COMPLIES WITH AN .35 AVG
AND DEPARTURE SLAB COMPLIES WITH A .37 AVG
Test was verified on 6/7/2026 ✔