Summary for Test 2026-07-06-10-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 213918 DEA: 063HT014 EFIS: 0615000116 |
|---|---|
| DIST-CO-RTE-PM | 06--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | (Alternative Delivery) |
| Location Description | Not set |
| QA Service Level | 2 (Verified on 02/04/2019) |
Sample Information
| Sample Taken Date | 07/06/2026 | Sample Unique Key | 10 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/06/2026 | Sample type | Quality Assurance |
| A brief description of the sample | Portable Skid Testing | The quantity of what the sample constitutes | 1 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Don |
| Last name of sampler or witnessed by | Ctibor | Title of sampler | Harish |
| Telephone number of sampler | 9152961873 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | AT THE JOB SITE | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | SR 137/Corcoran HWY (Waukena Ave) | |
| 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 | |
| Direction of Travel | Post Mile | .01 | |
| Lanes to be Tested | Station |
Test Details
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DIME Sample ID: 2026-07-06-10
DIME Test ID: 2026-07-06-10-1
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: 2026-07-15
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 07/15/2026
Air Temperature: 100 F
Tire Pressure: 25 psi
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: HOT
Direction/Lane #: WB: Westbound Direction of Travel
Edge used to measure reference distance: END OF BRIDGE
Edge used to measure position: LEFT OF WALL
Reference Distance 1: 300 ft
Reference Distance 2: 297 ft
Reference Distance 3: 294 ft
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: 18 ft
Position for Stationing 2: 18 ft
Position for Stationing 3: 18 ft
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: 0.48
Corrected Coefficients of Friction for Stationing 2: 0.48
Corrected Coefficients of Friction for Stationing 3: 0.48
Average Coefficient of Friction: 0.48
General comments (publicly viewable) (Max 1000 characters): CORCORAN HWY OH
ENTIRE BRIDGE VISUALLY INSPECTED AND ALL LOOKED UNIFORMED. EB DIRECTION OF TRAVEL TESTED WHICH ALSO COMPLIES WITH AN .48 AVG.
DEPARTURE AND APPROACH SLABS ALSO COMPLY.
1FT BY WALL EACH DIRECTION COULD NOT TEST AS MACHINE WILL NOT FIT IN AREA
Test was verified on 7/15/2026 ✔