Summary for Test 2026-05-28-3-2
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 | 03/25/2026 |
| 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 |
|---|---|---|---|
| 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: 2026-05-28-3-2
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
Tire Pressure: 25
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: END OF BRIDGE
Edge used to measure position: RIGHT OF WALL
Reference Distance 1: 30
Reference Distance 2: 33
Reference Distance 3: 36
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: 19
Position for Stationing 2: 19
Position for Stationing 3: 19
Percent Grade for 1st Stationing: 1.0
Percent Grade for 2nd Stationing: 1.0
Percent Grade for 3rd Stationing: 1.0
Corrected Coefficients of Friction for Stationing 1: 0.41
Corrected Coefficients of Friction for Stationing 2: 0.41
Corrected Coefficients of Friction for Stationing 3: 0.41
Average Coefficient of Friction: 0.41
General comments (publicly viewable) (Max 1000 characters): BRIDGE # 51-0335
VISUALLY INSPECTED SYCAMORE BRIDGE/MILPAS BRIDGE. EVERYTHING LOOKED UNIFORMED AND JUST LIKE THIS BRIDGE. THIS BRIDGE USED AS TRIAL SLAB FOR THE BRIDGES GOING NB
Test was verified on 8/4/2026 ✔