Summary for Test 2026-07-20-65-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1000970 DEA: 031J6304 EFIS: 0321000023 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-99-6.04/7.06 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | WILLOW SLOUGH REPLACEMENT |
| Location Description | SACRAMENTO COUNTY NEAR ELK GROVE FROM 0.2 MILE NORTH OF ARNO ROAD TO 0.4 MILE SOUTH OF DILLARD ROAD |
| QA Service Level | 1 (Verified on 02/13/2025) |
Sample Information
| Sample Taken Date | 07/20/2026 | Sample Unique Key | 65 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/16/2026 | Sample type | Verification |
| A brief description of the sample | Polyester | The quantity of what the sample constitutes | 4000 Sq. Ft. |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | NHUT |
| Last name of sampler or witnessed by | NGO | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | Polyester Concrete |
|---|---|---|---|
| Type of Traffic Control Provided | Behind K-Rail/Barrier | DIST-CO-RTE | |
| Direction of Travel | Post Mile | ||
| Lanes to be Tested | Station |
Test Details
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DIME Sample ID: 2026-07-20-65
DIME Test ID: 2026-07-20-65-1
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: 2026-09-16
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 07/27/2026
Air Temperature: 80
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 BRIDGE
Edge used to measure position: LEFT OF WALL
Reference Distance 1: 5
Reference Distance 2: 8
Reference Distance 3: 11
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: 11
Position for Stationing 2: 11
Position for Stationing 3: 11
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: 0.39
Corrected Coefficients of Friction for Stationing 2: 0.40
Corrected Coefficients of Friction for Stationing 3: 0.41
Average Coefficient of Friction: 0.40
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/16/2026 ✔