Summary for Test 2026-09-23-21-2
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1002030 DEA: 020J7604 EFIS: 0219000157 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-67.7/T85.06 |
| Award Date | 02/18/2026 |
| Closeout Date | Not set |
| Work Description | Tangle Blue CAPM |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/06/2026) |
Sample Information
| Sample Taken Date | 09/23/2026 | Sample Unique Key | 21 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/23/2026 | Sample type | Acceptance |
| A brief description of the sample | Bridge Deck and Approach slabs | The quantity of what the sample constitutes | ONE LANE |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Nicolas |
| Last name of sampler or witnessed by | Jimenez | Title of sampler | CT STRUCTURE REP |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | JF Shea Construction | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 05-0033 | Structure name | Coffee Creek Overflow |
| Bid Item | 3951491 |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | RSC (Rapid Strength Concrete) |
|---|---|---|---|
| Type of Traffic Control Provided | Behind K-Rail/Barrier | DIST-CO-RTE | 02-Tri-3 |
| Direction of Travel | North | Post Mile | 67.98 |
| Lanes to be Tested | Lane #1 | Station |
Test Details
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DIME Sample ID: 2026-09-23-21
DIME Test ID: 2026-09-23-21-2
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: 2026-10-07
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 10/07/2026
Air Temperature: 62
Tire Pressure: 25
Equipment PST #: 10007/1008
Is Calibration within ± values: Yes
Weather: WARM
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: BEGIN APPROACH SLAB
Edge used to measure position: LEFT OF WALL
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: 5
Position for Stationing 2: 5
Position for Stationing 3: 5
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: 0.43
Corrected Coefficients of Friction for Stationing 2: 0.44
Corrected Coefficients of Friction for Stationing 3: 0.44
Average Coefficient of Friction: 0.44
General comments (publicly viewable) (Max 1000 characters): INSPECTED ENTIRE APPROACH SLAB, ALL LOOKS UNIFORMED.
TESTED DEPARTURE SLAB WHICH ALSO COMPLIES WITH AN .43 AVG.
Test was verified on 10/7/2026 ✔