Summary for Test 2025-09-17-22-4
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 995125 DEA: 101E3004 EFIS: 1018000273 |
|---|---|
| DIST-CO-RTE-PM | 10-SJ-5-32.5/49.8 |
| Award Date | 01/12/2024 |
| Closeout Date | Not set |
| Work Description | REMOVE EXISTING PAVEMENT AND REPLACE WITH CONCRETE PAVEMENT. |
| Location Description | SAN JOAQUIN COUNTY IN AND NEAR STOCKTON FROM 0.2 MILE SOUTH OF HAMMER LANE UNDERCROSSING TO SACRAMENTO COUNTY LINE |
| QA Service Level | 1 (Verified on 09/26/2023) |
Sample Information
| Sample Taken Date | 09/17/2025 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 09/17/2025 |
| Sample type | Acceptance | A brief description of the sample | CTM 342 |
| The quantity of what the sample constitutes | skid testing | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Armando | Last name of sampler or witnessed by | Jose |
| Title of sampler | Telephone number of sampler | 2096080054 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | JOB SITES | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 10-1E3004 | |
| Structure name | Hwy 5 SB Stockton (8-Mile to Hammer Lane) | Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | PCC (Portland Cement Concrete) |
|---|---|---|---|
| Type of Traffic Control Provided | Behind K-Rail/Barrier | DIST-CO-RTE | 10-SJ-5-32.5/49.8 |
| Direction of Travel | South | Post Mile | 1976.00 |
| Lanes to be Tested | Lane #1 | Station |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2025-09-17-22
DIME Test ID: 2025-09-17-22-4
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: 2025-09-30
Test Results
Pavement or Bridge Deck?: Pavement
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 09/26/2025
Air Temperature: 74 F
Tire Pressure: 25 psi
Equipment PST #: 0835
Is Calibration within ± values: Yes
Weather: Sunny
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: Beginning of Construction (PM)
Edge used to measure position: Left of Right Construction Edge
Project Stationing 1: 337+97 ft
Project Stationing 2: 336+80 ft
Project Stationing 3: 335+51 ft
Project Stationing 4: 333+97 ft
Project Stationing 5: 332+62 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
Direction and Lane # for Stationing 4: no data
Direction and Lane # for Stationing 5: no data
Position for Stationing 1: 7 ft
Position for Stationing 2: 7 ft
Position for Stationing 3: 7 ft
Position for Stationing 4: 7 ft
Position for Stationing 5: 7 ft
Percent Grade for 1st Stationing: 0.0 %
Percent Grade for 2nd Stationing: -1.0 %
Percent Grade for 3rd Stationing: -1.0 %
Percent Grade for 4th Stationing: -1.0 %
Percent Grade for 5th Stationing: -1.0 %
Corrected Coefficients of Friction for Stationing 1: 0.46
Corrected Coefficients of Friction for Stationing 2: 0.46
Corrected Coefficients of Friction for Stationing 3: 0.46
Corrected Coefficients of Friction for Stationing 4: 0.46
Corrected Coefficients of Friction for Stationing 5: 0.46
Average Coefficient of Friction: 0.46
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/30/2025 ✔