Summary for Test 2023-12-05-34-2
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 995187 DEA: 081P6904 EFIS: 0824000082 |
|---|---|
| DIST-CO-RTE-PM | 08--- |
| Award Date | 08/31/2023 |
| Closeout Date | 08/01/2024 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 10/10/2023) |
Sample Information
| Sample Taken Date | 12/05/2023 | 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 | 12/06/2023 |
| Sample type | Quality Assurance | A brief description of the sample | CONCRETE CYLINDERS |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | KENNEDY | Last name of sampler or witnessed by | EUBANY |
| Title of sampler | MREA | Telephone number of sampler | |
| Laboratory sample identification | 1057-02 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | ROBERTSONS | Transportation Laboratory (TL) Number | 1057-02 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SC550B38 |
|---|---|---|---|
| The truck number from where the sample was collected | NP | The batch plant ticket number from where the sample was collected | NP |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | 83997 US-111 INDIO CA | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-12-05-34
DIME Test ID: 2023-12-05-34-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-02-08
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 01/02/2024
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 112125 lb
Maximum load on cylinder 2: 109130 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 3925.9 psi
Compressive strength of cylinder 2: 3834.5 psi
Compressive strength (to nearest 10 psi): 3880 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/8/2024 ✔