Summary for Test 2026-05-28-3-3
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1002169 DEA: 051S3304 EFIS: 0524000215 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-12.3/13.49 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/28/2026) |
Sample Information
| Sample Taken Date | 05/28/2026 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | Trial Slab and 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 | Velarde Concrete Construction | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 51-0332 | |
| Structure name | Sycamore Creek | Bid Item | 3952907 |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | PCC (Portland Cement Concrete) |
|---|---|---|---|
| Type of Traffic Control Provided | Stationary Lane Closure | DIST-CO-RTE | 05-SB-101 |
| Direction of Travel | South | Post Mile | 12.30 |
| Lanes to be Tested | Shoulder | Station |
Test Details
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DIME Sample ID: 2026-05-28-3
DIME Test ID: 2026-05-28-3-3
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
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: WARM
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: BEGIN OF BRIDGE
Edge used to measure position: RIGHT OF WALL
Reference Distance 1: 70
Reference Distance 2: 73
Reference Distance 3: 76
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: 13
Position for Stationing 2: 13
Position for Stationing 3: 13
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: 0.45
Corrected Coefficients of Friction for Stationing 2: 0.45
Corrected Coefficients of Friction for Stationing 3: 0.47
Average Coefficient of Friction: 0.46
General comments (publicly viewable) (Max 1000 characters): GARDEN BRIDGE
THIS BRIDGE USED AS TRIAL SLAB FOR BRIDGES- MILPAS ST/SYCAMORE/BR #51-0335. VISUALLY INSPECTED EACH BRIDGE AND ALL LOOKED UNIFORMED AND JUST AS GOOD AS THIS BRIDGE
Test was verified on 8/4/2026 ✔