Summary for Test 2026-07-02-7-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1001025 DEA: 023J3304 EFIS: 0222000035 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA,TEH-5,44,273-Var |
| Award Date | 05/13/2025 |
| Closeout Date | Not set |
| Work Description | FURNISH AND PLACE POLYESTER CONCRETE OVERLAY AND REPLACE JOINT SEALS. |
| Location Description | SHASTA AND TEHAMA COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 03/21/2025) |
Sample Information
| Sample Taken Date | 07/02/2026 | Sample Unique Key | 7 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | 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 | Multiple Lanes | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Mike | Last name of sampler or witnessed by | Sears |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | McCuen Construction | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 06-0038R | |
| Structure name | North Cottonwood | Bid Item | 3926461 |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | Polyester Concrete |
|---|---|---|---|
| Type of Traffic Control Provided | Moving Lane Closure | DIST-CO-RTE | 02-Sha-5 |
| Direction of Travel | South | Post Mile | |
| Lanes to be Tested | Lane #1,Lane #2 | Station | 1.91 |
Test Details
DIME Sample ID: 2026-07-02-7
DIME Test ID: 2026-07-02-7-1
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: 2026-07-08
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 07/07/2026
Air Temperature: 90
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: HOT
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: RIGHT OF WALL
Reference Distance 1: 16
Reference Distance 2: 19
Reference Distance 3: 22
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: 17
Position for Stationing 2: 17
Position for Stationing 3: 17
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: 0.25
Corrected Coefficients of Friction for Stationing 2: 0.27
Corrected Coefficients of Friction for Stationing 3: 0.32
Average Coefficient of Friction: 0.28
General comments (publicly viewable) (Max 1000 characters): TEST REPRESENTS BR #06-0038R
Test was verified on 7/8/2026 ✔
