Summary for Test 2026-08-28-9-2
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1001123 DEA: 051H4704 EFIS: 0516000078 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-9-9-13.6,15.5 |
| Award Date | 09/05/2025 |
| Closeout Date | Not set |
| Work Description | REPLACE BRIDGES AND INSTALL MGS. |
| Location Description | SANTA CRUZ COUNTY NEAR BOULDER CREEK AT SAN LORENZO RIVER BRIDGE AND AT KINGS CREEK BRIDGE |
| QA Service Level | 1 (Verified on 04/10/2025) |
Sample Information
| Sample Taken Date | 08/28/2026 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/02/2026 | Sample type | Acceptance |
| A brief description of the sample | Skid Testing Request | The quantity of what the sample constitutes | BRIDGE DECK |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jarred |
| Last name of sampler or witnessed by | Burrows | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Gordon Ball Construction | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 36-0054 | Structure name | Kings Creek Bridge |
| Bid Item | Not set |
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 | 5-SCr-009 |
| Direction of Travel | Post Mile | 15.50 | |
| Lanes to be Tested | Station |
Test Details
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DIME Sample ID: 2026-08-28-9
DIME Test ID: 2026-08-28-9-2
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: 2026-09-09
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 09/08/2026
Air Temperature: 64
Tire Pressure: 25
Equipment PST #: 10007/1008
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: LEFT OF WALL
Reference Distance 1: 40
Reference Distance 2: 37
Reference Distance 3: 34
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: 10
Position for Stationing 2: 10
Position for Stationing 3: 10
Percent Grade for 1st Stationing: -2.0
Percent Grade for 2nd Stationing: -2.0
Percent Grade for 3rd Stationing: -2.0
Corrected Coefficients of Friction for Stationing 1: 0.41
Corrected Coefficients of Friction for Stationing 2: 0.40
Corrected Coefficients of Friction for Stationing 3: 0.40
Average Coefficient of Friction: 0.40
General comments (publicly viewable) (Max 1000 characters): VISUALLY INSPECTED ENTIRE BRIDGE, ALL LOOKED UNIFORMED
DEPARTURE SLAB AND APPROACH SLAB ALOS COMPLY WITH AN .37AVG
Test was verified on 9/9/2026 ✔