Summary for Test 2025-09-05-17-2
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1000915 DEA: 101R7004 EFIS: 1023000207 |
|---|---|
| DIST-CO-RTE-PM | 10-SJ-5-0.3L/3.5 |
| Award Date | 04/03/2025 |
| Closeout Date | Not set |
| Work Description | REPLACE JOINT SEAL AND PLACE POLYESTER CONCRETE OVERLAY. |
| Location Description | SAN JOAQUIN COUNTY NEAR LATHORP AT VARIOUS LOCATIONS FROM GAFFERY ROAD OVERCROSSING TO ROUTE 5/132 SEPARATION |
| QA Service Level | 1 (Verified on 04/18/2025) |
Sample Information
| Sample Taken Date | 09/05/2025 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 09/05/2025 |
| Sample type | Authorization | A brief description of the sample | Skid Testing Surface Friction |
| The quantity of what the sample constitutes | 8 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Erika | Last name of sampler or witnessed by | Corrales-Franco |
| Title of sampler | Assistant Structure Representative | Telephone number of sampler | 2099129064 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Myers & Sons | 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 | Stationary Lane Closure | DIST-CO-RTE | 10 - SJ - 5 |
| Direction of Travel | North | Post Mile | |
| Lanes to be Tested | Shoulder,Lane #1,Lane #2,Lane #3,Lane #4 | Station |
Test Details
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DIME Sample ID: 2025-09-05-17
DIME Test ID: 2025-09-05-17-2
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: 2025-09-11
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 09/10/2025
Air Temperature: 64
Tire Pressure: 25
Equipment PST #: 10007/1008
Is Calibration within ± values: Yes
Weather: COOL
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: LEFT OF WALL
Reference Distance 1: 70
Reference Distance 2: 73
Reference Distance 3: 76
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: 30
Position for Stationing 2: 30
Position for Stationing 3: 30
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: 0.37
Corrected Coefficients of Friction for Stationing 2: 0.37
Corrected Coefficients of Friction for Stationing 3: 0.36
Average Coefficient of Friction: 0.37
General comments (publicly viewable) (Max 1000 characters): HWY 5/132 SEPERATION/ LOCATION #7/BR#29-0244L. TRIAL SLAB
Test was verified on 9/11/2025 ✔