Summary for Test 2023-06-17-10-1
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 994675 DEA: 07390204 EFIS: 0722000334 |
|---|---|
| DIST-CO-RTE-PM | 07--- |
| Award Date | 01/24/2025 |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 06/17/2023 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 06/17/2023 |
| Sample type | Informational | A brief description of the sample | Deck Core |
| The quantity of what the sample constitutes | 1 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Adriana | Last name of sampler or witnessed by | Ortiz |
| Title of sampler | AMR | Telephone number of sampler | |
| Laboratory sample identification | Core 2A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vincent Thomas Bridge | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | L144 | Structure unique identifier | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Concrete Core | Detail description | Core 2A |
|---|---|---|---|
| Structure names | Vincent Thomas Bridge | Type of material | Concrete Core |
Test Details
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DIME Sample ID: 2023-06-17-10
DIME Test ID: 2023-06-17-10-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-08-14
Test Results
Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 07/10/2023
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 3.68 in
Maximum load on cylinder 1: 41580 lb
Type of fracture pattern of cylinder 1: 2
Comment on any defect in either specimen or caps (Max 250 Characters): SAMPLE TESTED AFTER SUBJECTED TO ASTM C642
Correction factor for cylinder 1: 0.86
Age of specimen: 0 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 10.64 in^2
Compressive strength of cylinder (to nearest 10 psi): 3360 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/14/2023 ✔