Summary for Test 2026-07-02-3-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1002305 DEA: 033G2504 EFIS: 0323000268 |
|---|---|
| DIST-CO-RTE-PM | 03-ED-50- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | FOR CONSTRUCTION ON STATE HIGHWAY IN EL DORADO COUNTY NEAR PLACERVILLE FROM EAST SHINGLE SPRINGS UNDERCROSSING TO FORNI ROAD OVERCROSSING AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 07/31/2026) |
Sample Information
| Sample Taken Date | 07/02/2026 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/02/2026 | Sample type | Acceptance |
| A brief description of the sample | SKID TESTING REQUEST | The quantity of what the sample constitutes | Trial Slab |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Spencer |
| Last name of sampler or witnessed by | Adams | Title of sampler | RE |
| Telephone number of sampler | 9165941991 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Myers and Sons Construction | |
| 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 | N/A | DIST-CO-RTE | 03-ED-50 |
| Direction of Travel | East | Post Mile | |
| Lanes to be Tested | Lane #1 | Station | 0 |
Test Details
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DIME Sample ID: 2026-07-02-3
DIME Test ID: 2026-07-02-3-1
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: 2026-07-06
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 07/06/2026
Air Temperature: 85
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 TRIAL SLAB
Edge used to measure position: LEFT OF EDGE
Reference Distance 1: 7
Reference Distance 2: 10
Reference Distance 3: 13
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: 2
Position for Stationing 2: 2
Position for Stationing 3: 2
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: 0.45
Average Coefficient of Friction: 0.45
General comments (publicly viewable) (Max 1000 characters): RESULTS SHOWN ARE FOR METHACRYALATE SLAB.
Polyester Overlay Trial Slab.ALSO TESTED WITH AN .45 AVG AS WELL.
Test was verified on 7/6/2026 ✔