Summary for Test 2023-11-22-34-3
Test performed: ASTM C42-13Project Information
| Project Identifiers | Project ID: 214015 DEA: 034H9504 EFIS: 0319000123 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,SAC/YOL-12,160-0-0.4/26.3-26.4, Var, various |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Repair and modernize electromechanical bridge. |
| Location Description | In Sacramento County at four bridges. |
| QA Service Level | 1 (Verified on 03/12/2019) |
Sample Information
| Sample Taken Date | 11/22/2023 | Sample Unique Key | 34 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 11/22/2023 |
| Sample type | Informational | A brief description of the sample | Concrete Cores |
| The quantity of what the sample constitutes | 3 Cores | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Michael | Last name of sampler or witnessed by | Mullins |
| Title of sampler | MREA | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Caltrans | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 24-0121 | |
| Structure name | 3 Mile Slough Bridge |
Material Information
| Material Type | Concrete Core | Detail description | Concrete |
|---|---|---|---|
| Structure names | 3 Mile Slough Bridge | Type of material | concrete |
Test Details
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DIME Sample ID: 2023-11-22-34
DIME Test ID: 2023-11-22-34-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C42-13: Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete
Test Release Date: 2023-12-13
Test Results
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 12/13/2023
Cross Sectional Area: 0
Maximum Load: 0
Length of Core: 0
Diameter of Core: 0
Type of Fracture: 1
Age of Specimen: 0
L/D Ratio: 0
Compressive Strength: 0
Correction Factor: 0
Corrected Strength: 0
Calculated Density: 144.77
General comments (publicly viewable) (Max 1000 characters): Sample B: Only Unit Weight Density was performed.
Test was verified on 12/13/2023 ✔