Summary for Test 2026-08-25-17-3
Test performed: CTM 342C-August 2012Project Information
| Project Identifiers | Project ID: 1000802 DEA: 07346804 EFIS: 0718000079 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-232-0.4/R4.1 |
| Award Date | 02/04/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AND OVERLAY WITH HMA & RHMA. |
| Location Description | VENTURA COUNTY IN AND NEAR OXNARD FROM ROUTE 232/101 SEPARATION TO ROUTE 118 |
| QA Service Level | 1 (Verified on 01/27/2025) |
Sample Information
| Sample Taken Date | 08/25/2026 | Sample Unique Key | 17 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/26/2026 | Sample type | Verification |
| A brief description of the sample | Skid Test of RSC Approach slab | The quantity of what the sample constitutes | 0- none |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Eddie |
| Last name of sampler or witnessed by | Bidinger | Title of sampler | |
| Telephone number of sampler | (951)232-6126 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Rapid Set Concrete | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Bridge 52-0188 Approach Slabs | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | CTS-72-EHI |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Volumetric Truck | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | approach slabs | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2026-08-25-17
DIME Test ID: 2026-08-25-17-3
Testing Lab: CT D08 - SRL Specialty Testing Unit 4101
Test Method: CTM 342C-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Test Release Date: 2026-10-12
Test Results
Input Type: Calculated
Tester's full name: Eddie Bidinger
Date of test: 10/09/2026
Pavement or Bridge Deck?: Bridge Deck
Air Temperature: 65 F
Front Tire Pressure: 25 psi
Rear Tire Pressure: 25 psi
Equipment CFME #: 1000-3
Is Calibration within ± values: Yes
Weather: Clear
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: Begin of Approach
Edge used to measure position: Right of Curb
Direction and Lane # for Stationing 1: NB # 3 lane
Direction and Lane # for Stationing 2: NB # 3 lane
Direction and Lane # for Stationing 3: NB # 3 lane
Reference Distance 1: 6.3' ft
Reference Distance 2: 8.3' ft
Reference Distance 3: 10.3' ft
Position for Stationing 1: 18 ft
Position for Stationing 2: 18 ft
Position for Stationing 3: 18 ft
1st set of 35 rows of data: no data
2nd set of 35 rows of data: no data
3rd set of 35 rows of data: no data
Average coefficient of friction 1st set: 0.29 coefficient of friction
Average coefficient of friction 2nd set: 0.32 coefficient of friction
Average coefficient of friction 3rd set: 0.26 coefficient of friction
Average coefficient of friction: 0.29 coefficient of friction
General comments (publicly viewable) (Max 1000 characters): Does not meet specs
Test was verified on 10/12/2026 ✔