Summary for Test 2026-05-28-3-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1002169 DEA: 051S3304 EFIS: 0524000215 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-12.3/13.49 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/28/2026) |
Sample Information
| Sample Taken Date | 05/28/2026 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 05/28/2026 |
| Sample type | Acceptance | A brief description of the sample | Skid Testing Request |
| The quantity of what the sample constitutes | Trial Slab and Multiple Lanes | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Raymond | Last name of sampler or witnessed by | Barajas |
| Title of sampler | Raymond Barajas | Telephone number of sampler | 805-441-6932 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Velarde Concrete Construction | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 51-0332 | |
| Structure name | Sycamore Creek | Bid Item | 3952907 |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | PCC (Portland Cement Concrete) |
|---|---|---|---|
| Type of Traffic Control Provided | Stationary Lane Closure | DIST-CO-RTE | 05-SB-101 |
| Direction of Travel | South | Post Mile | 12.30 |
| Lanes to be Tested | Shoulder | Station |
Test Details
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DIME Sample ID: 2026-05-28-3
DIME Test ID: 2026-05-28-3-1
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: 2026-06-07
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 06/05/2026
Air Temperature: 59
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: COOL
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: LEFT OF BARRIER
Reference Distance 1: 40
Reference Distance 2: 43
Reference Distance 3: 46
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: 7
Position for Stationing 2: 7
Position for Stationing 3: 7
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: 0.39
Corrected Coefficients of Friction for Stationing 2: 0.39
Corrected Coefficients of Friction for Stationing 3: 0.39
Average Coefficient of Friction: 0.39
General comments (publicly viewable) (Max 1000 characters): VISUALLY INSPECTED ENTIRE BRIDGE, ALL LOOKS UNIFORMED.
TESTED APPROACH SLAB WHICH ALSO COMPLIES-.35-.30-.40=.35 AVG
Test was verified on 6/7/2026 ✔