Summary for Test 2025-03-19-5-2
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 | 03/19/2025 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 03/19/2025 |
| 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 | Bay Cities | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Hwy 5 SB Stockton | 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 |
| Direction of Travel | South | Post Mile | 1976.00 |
| Lanes to be Tested | Shoulder,Lane #3 | Station |
Test Details
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DIME Sample ID: 2025-03-19-5
DIME Test ID: 2025-03-19-5-2
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: 2025-04-03
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 04/03/2025
Air Temperature: 60
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: COOL
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: BEGIN SLAB
Edge used to measure position: RIGHT OF BARRIER
Reference Distance 1: 3
Reference Distance 2: 6
Reference Distance 3: 9
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: 6
Position for Stationing 2: 6
Position for Stationing 3: 6
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: 0.31
Corrected Coefficients of Friction for Stationing 2: 0.30
Corrected Coefficients of Friction for Stationing 3: 0.39
Average Coefficient of Friction: 0.33
General comments (publicly viewable) (Max 1000 characters): MC AULIFFE UC APPROACH SLAB
Test was verified on 4/3/2025 ✔