Summary for Test 2026-10-07-9-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 993446 DEA: 120J34U4 EFIS: 1218000034 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-55,55-29.6,R6.4/10.3 |
| Award Date | 05/27/2022 |
| Closeout Date | Not set |
| Work Description | CONSTR BRIDGES, RW, SW, JPCP, HMA PVMT, DRAINAGE AND ELECT SYSTEMS. |
| Location Description | ORANGE COUNTY IN IRVINE, SANTA ANA, AND TUSTIN ON ROUTE 5 AT NEWPORT AVENUE UNDERCROSSING AND ON ROUTE 55 FROM 0.4 MILE NORTH OF ROUTE 55/405 SEPARATION TO 0.1 MILE SOUTH OF ROUTE 5/55 SEPARATION |
| QA Service Level | 1 (Verified on 06/24/2022) |
Sample Information
| Sample Taken Date | 10/07/2026 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/08/2026 | Sample type | Quality Assurance |
| A brief description of the sample | Skid Testing Request | The quantity of what the sample constitutes | Multiple Lanes on Bridge |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Cal |
| Last name of sampler or witnessed by | Zachman | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Security Paving | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 55-0409 | Structure name | Dyer Road UC |
| Bid Item | 3860247 |
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 | 12-ORA-55 |
| Direction of Travel | North | Post Mile | |
| Lanes to be Tested | Shoulder,Lane #1,Lane #2 | Station |
Test Details
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DIME Sample ID: 2026-10-07-9
DIME Test ID: 2026-10-07-9-1
Testing Lab: CT D08 - SRL Specialty Testing Unit 4101
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Test Release Date: 2026-10-09
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 10/08/2026
Air Temperature: 81
Tire Pressure: 25
Equipment PST #: 1000-3
Is Calibration within ± values: Yes
Weather: Clear
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: Begin of bridge
Edge used to measure position: Left of jersey wall
Reference Distance 1: 14'
Reference Distance 2: 16'
Reference Distance 3: 18'
Direction and Lane # for Stationing 1: NB shoulder
Direction and Lane # for Stationing 2: NB shoulder
Direction and Lane # for Stationing 3: NB shoulder
Position for Stationing 1: 18
Position for Stationing 2: 18
Position for Stationing 3: 18
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: 0.35
Corrected Coefficients of Friction for Stationing 2: 0.37
Corrected Coefficients of Friction for Stationing 3: 0.37
Average Coefficient of Friction: 0.36
General comments (publicly viewable) (Max 1000 characters): Dyer Rd UC 55-0409
Bridge deck meets specs
Test was verified on 10/9/2026 ✔