Summary for Test 2024-05-13-19-2
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1000005 DEA: 051Q1804 EFIS: 0522000179 |
|---|---|
| DIST-CO-RTE-PM | 05-SB,SLO-1,101,166,246-Var |
| Award Date | 03/01/2024 |
| Closeout Date | 11/26/2024 |
| Work Description | BRIDGE DECK SEALS, POLYESTER CONCRETE OVERLAYS, & REPLACE JOINT SEALS. |
| Location Description | SANTA BARBARA AND SAN LUIS OBISPO COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 02/05/2024) |
Sample Information
| Sample Taken Date | 05/13/2024 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 05/13/2024 |
| Sample type | Department Acceptance | A brief description of the sample | Skid Testing Request |
| The quantity of what the sample constitutes | TRIAL SLAB | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Salvador | Last name of sampler or witnessed by | Heredia |
| Title of sampler | Telephone number of sampler | 8054584548 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Truesdell Corp. | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 51-0097L | |
| Structure name | Santa Ynez River | Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | Polyester Concrete |
|---|---|---|---|
| Type of Traffic Control Provided | Stationary Lane Closure | DIST-CO-RTE | 05-SB-001 |
| Direction of Travel | South | Post Mile | 22.52 |
| Lanes to be Tested | Shoulder,Lane #1 | Station |
Test Details
DIME Sample ID: 2024-05-13-19
DIME Test ID: 2024-05-13-19-2
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: 2024-06-25
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 06/23/2024
Air Temperature: 61
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: WARM
Direction/Lane #: WB: Westbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: LEFT OF EDGE
Reference Distance 1: 50
Reference Distance 2: 53
Reference Distance 3: 56
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: 9
Position for Stationing 2: 9
Position for Stationing 3: 9
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: 0.47
Corrected Coefficients of Friction for Stationing 2: 0.47
Corrected Coefficients of Friction for Stationing 3: 0.47
Average Coefficient of Friction: 0.47
General comments (publicly viewable) (Max 1000 characters): HUASNA RIVER TRIAL SLAB
Test was verified on 6/25/2024 ✔
