Summary for Test 2025-06-16-6-8
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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2025-06-16-6
DIME Test ID: 2025-06-16-6-8
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?: Pavement
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 06/27/2025
Air Temperature: 72 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 PROJECT
Edge used to measure position: RIGHT OF WALL
Project Stationing 1: 100+00 ft
Project Stationing 2: 125+00 ft
Project Stationing 3: 150+00 ft
Project Stationing 4: 175+00 ft
Project Stationing 5: 200+00 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
Direction and Lane # for Stationing 4: no data
Direction and Lane # for Stationing 5: no data
Position for Stationing 1: 14 ft
Position for Stationing 2: 14 ft
Position for Stationing 3: 14 ft
Position for Stationing 4: 14 ft
Position for Stationing 5: 14 ft
Percent Grade for 1st Stationing: -1.0 %
Percent Grade for 2nd Stationing: -1.0 %
Percent Grade for 3rd Stationing: -1.0 %
Percent Grade for 4th Stationing: -1.0 %
Percent Grade for 5th Stationing: -1.0 %
Corrected Coefficients of Friction for Stationing 1: 0.33
Corrected Coefficients of Friction for Stationing 2: 0.32
Corrected Coefficients of Friction for Stationing 3: 0.33
Corrected Coefficients of Friction for Stationing 4: 0.34
Corrected Coefficients of Friction for Stationing 5: 0.33
Average Coefficient of Friction: 0.33
General comments (publicly viewable) (Max 1000 characters): MAINLINE BEGIN PROJECT TO SAN YSIDERO OFF RAMP
VISUALLY INSPECTED ENTIRE ROADWAY SURFACE AND TESTED THE 2500 FT AREA.
600FT-1000FT AVG .34
1000FT-1500FT AVG .34
1600-FT-2100FT AVG .33
2100FT-2500FT AVG .33
Test was verified on 6/27/2025 ✔