Summary for Test 2025-06-16-6-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1000259 DEA: 050N74V4 EFIS: 0522000043 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-9.2/9.7 |
| Award Date | 02/08/2024 |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | FOR CONSTRUCTION ON STATE HIGHWAY IN SANTA BARBARA COUNTY AT MONTECITO FROM 0.2 MILE NORTH OF SHEFFIELD DRIVE UNDERCROSSING TO 0.3 MILE SOUTH OF SAN YSIDRO ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 04/15/2024) |
Sample Information
| Sample Taken Date | 06/16/2025 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 06/16/2025 |
| Sample type | Acceptance | A brief description of the sample | Skid Testing Request |
| The quantity of what the sample constitutes | Multiple Lanes | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | EMILIANO | Last name of sampler or witnessed by | BERNTSEN |
| Title of sampler | Telephone number of sampler | 805-286-2394 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | GRANITE CONSTRUCTION | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 51-0348, 51-0349, 51-0350 AND ADJACENT APPROACH SLABS, CRCP PAVEMENT | |
| Structure name | ROMERO CREEK BRIDGE, SAN YSIDRO CREEK BRIDGE, OAK CREEK BRIDGE AND ADJACENT CRCP PAVEMENTS | Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | PCC (Portland Cement Concrete) |
|---|---|---|---|
| Type of Traffic Control Provided | Behind K-Rail/Barrier | DIST-CO-RTE | 05-SB-101 |
| Direction of Travel | North | Post Mile | 9.20 |
| Lanes to be Tested | Shoulder,On Ramp,Off Ramp,Lane #1,Lane #2,Lane #3 | Station |
Test Details
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DIME Sample ID: 2025-06-16-6
DIME Test ID: 2025-06-16-6-1
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: 2025-06-27
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 06/27/2025
Air Temperature: 70 F
Tire Pressure: 24 psi
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 BRIDGE
Edge used to measure position: LEFT OF WALL
Reference Distance 1: 36 ft
Reference Distance 2: 39 ft
Reference Distance 3: 42 ft
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: 2 ft
Position for Stationing 2: 2 ft
Position for Stationing 3: 2 ft
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: 0.36
Corrected Coefficients of Friction for Stationing 2: 0.37
Corrected Coefficients of Friction for Stationing 3: 0.39
Average Coefficient of Friction: 0.37
General comments (publicly viewable) (Max 1000 characters): ROMERO CREEK NB. ASLO TESTED:
APPROACH SLAB .39-.34-.37= .37 AVG.
DEPARTURE SLAB-.35-.36-.35=.35 AVG
Test was verified on 6/27/2025 ✔