Summary for Test 2023-05-31-34-3
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 994851 DEA: 034J5004 EFIS: 0323000177 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-51-0.24/0.24 |
| Award Date | 05/08/2023 |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 05/31/2023) |
Sample Information
| Sample Taken Date | 05/31/2023 | 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 | 05/31/2023 |
| Sample type | Per Request | A brief description of the sample | 4x6 Concrete Cores |
| The quantity of what the sample constitutes | 3 Concrete Cores | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Mike | 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 | ||
| Structure name | Fort Sutter Viaduct |
Material Information
| Material Type | Concrete Core | Detail description | Concrete |
|---|---|---|---|
| Structure names | Fort Sutter Viaduct | Type of material | Concrete |
Test Details
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DIME Sample ID: 2023-05-31-34
DIME Test ID: 2023-05-31-34-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-06-06
Test Results
Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 06/05/2023
Capped in accordance with?: ASTM C39 - Ground End
Average diameter of cylinder 1: 4.09 in
Maximum load on cylinder 1: 66021 lb
Type of fracture pattern of cylinder 1: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 0.95
Age of specimen: 5 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 13.14 in^2
Compressive strength of cylinder (to nearest 10 psi): 4770 psi
General comments (publicly viewable) (Max 1000 characters): Core #5 | Length: 5.62" | Diameter: 4.09" | Correction Factor: 0.945 | Corrected Strength: 4772 psi
Test was verified on 6/6/2023 ✔