Summary for Test 2026-07-13-38-1
Test performed: CTM 342C-August 2012Project Information
| Project Identifiers | Project ID: 1002314 DEA: 112N2084 EFIS: 1123000287 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-R12.4/R15.2 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | GRIND BRIDGE DECK, SPALL REPAIR, POLYESTER CONCRETE OVERLAY |
| Location Description | 11-SD-5-R12.4/R15.2 |
| QA Service Level | 1 (Verified on 07/06/2026) |
Sample Information
| Sample Taken Date | 07/13/2026 | Sample Unique Key | 38 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 07/13/2026 |
| Sample type | Acceptance | A brief description of the sample | Polyester Concrete Overlay |
| The quantity of what the sample constitutes | 19,838 SQFT | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Daniel Paul | Last name of sampler or witnessed by | Smith |
| Title of sampler | MREA | Telephone number of sampler | (858) 688-1449 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Truesdell Corp. | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Broadway OC | Bid Item | 3955938 |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | Polyester Concrete |
|---|---|---|---|
| Type of Traffic Control Provided | Stationary Lane Closure | DIST-CO-RTE | 11-SD-5 |
| Direction of Travel | West | Post Mile | 15.18 |
| Lanes to be Tested | Lane #1 | Station |
Test Details
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DIME Sample ID: 2026-07-13-38
DIME Test ID: 2026-07-13-38-1
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: CTM 342C-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Test Release Date: 2026-07-27
Test Results
Input Type: Calculated
Tester's full name: Daniel Paul Smith
Date of test: 07/13/2026
Pavement or Bridge Deck?: Bridge Deck
Air Temperature: 64 F
Front Tire Pressure: 25 psi
Rear Tire Pressure: 25 psi
Equipment CFME #: 1000-15
Is Calibration within ± values: Yes
Weather: Clear
Direction/Lane #: WB: Westbound Direction of Travel
Edge used to measure reference distance: ETW
Edge used to measure position: ETW
Direction and Lane # for Stationing 1: WB Lane 3
Direction and Lane # for Stationing 2: WB Lane 3
Direction and Lane # for Stationing 3: WB Lane 3
Reference Distance 1: 30 Ft ft
Reference Distance 2: 55 Ft ft
Reference Distance 3: 80 Ft ft
Position for Stationing 1: 3 ft
Position for Stationing 2: 3 ft
Position for Stationing 3: 3 ft
1st set of 35 rows of data: no data
2nd set of 35 rows of data: no data
3rd set of 35 rows of data: no data
Average coefficient of friction 1st set: 0.44 coefficient of friction
Average coefficient of friction 2nd set: 0.45 coefficient of friction
Average coefficient of friction 3rd set: 0.45 coefficient of friction
Average coefficient of friction: 0.45 coefficient of friction
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/27/2026 ✔