Summary for Test 2024-05-30-9-7
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 994245 DEA: 051H4304 EFIS: 0516000073 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-21.4/21.9 |
| Award Date | 03/02/2023 |
| Closeout Date | Not set |
| Work Description | San Jose Creek Bridge replacement |
| Location Description | SANTA BARBARA COUNTY IN GOLETA FROM ROUTE 101/217 SEPARATION TO 0.3 MILE NORTH OF SAN JOSE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 09/19/2022) |
Sample Information
| Sample Taken Date | 05/30/2024 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/30/2024 | Sample type | Acceptance |
| A brief description of the sample | Skid Portable | The quantity of what the sample constitutes | Skid Testing |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Omar |
| Last name of sampler or witnessed by | Sharabi | Title of sampler | Assistant Structure Representative |
| Telephone number of sampler | 7147470535 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Job Site | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 51-0367R | Structure name | San Jose Creek Bridge (Replace) NB |
| 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 | 21.40 |
| Lanes to be Tested | Shoulder,Lane #1,Lane #2 | Station | 34+13.24 |
Test Details
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DIME Sample ID: 2024-05-30-9
DIME Test ID: 2024-05-30-9-7
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: 2024-06-06
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 06/05/2024
Air Temperature: 68 F
Tire Pressure: 25 psi
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: WARM
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: BEGIN DEPARTURE SLAB
Edge used to measure position: LEFT OF EDGE
Reference Distance 1: 6 ft
Reference Distance 2: 9 ft
Reference Distance 3: 12 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: 11 ft
Position for Stationing 2: 11 ft
Position for Stationing 3: 11 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: 0.31
Corrected Coefficients of Friction for Stationing 2: 0.33
Corrected Coefficients of Friction for Stationing 3: 0.33
Average Coefficient of Friction: 0.32
General comments (publicly viewable) (Max 1000 characters): SAN JOSE CREEK BRIDGE SB DEPARTURE SLAB. DID VISUAL INSPECTION AND RANDOM TESTS ALONG DEPARTURE SLAB AND ALL SIMILAR LOW NUMBERS
Test was verified on 6/6/2024 ✔