Summary for Test 2023-03-17-33-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 993848 DEA: 081N0704 EFIS: 0822000087 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-R140.8/R148.5 |
| Award Date | 09/08/2022 |
| Closeout Date | 07/31/2024 |
| Work Description | GRAVEL MULCH, ROCK BLANKET, AND IMPORTED BORROW |
| Location Description | SAN BERNARDINO COUNTY IN NEEDLES AT VARIOUS LOCATIONS FROM NEEDLES HIGHWAY TO FIVE MILE ROAD |
| QA Service Level | 1 (Verified on 06/23/2023) |
Sample Information
| Sample Taken Date | 03/17/2023 | Sample Unique Key | 33 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/23/2023 | Sample type | Quality Assurance |
| A brief description of the sample | Concrete Cylinders | The quantity of what the sample constitutes | 6 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Amber |
| Last name of sampler or witnessed by | Christian | Title of sampler | ASR |
| Telephone number of sampler | Laboratory sample identification | 1048-317 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | cemex | |
| Transportation Laboratory (TL) Number | 081N070420230317 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | monument sign | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 1619144 |
|---|---|---|---|
| The truck number from where the sample was collected | 310069791 | The batch plant ticket number from where the sample was collected | 4450148 |
| Concrete batch plant | cemex | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | FOOTING AND PEDESTAL | 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: 2023-03-17-33
DIME Test ID: 2023-03-17-33-1
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: 2023-03-24
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: 03/24/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 114060 lb
Maximum load on cylinder 2: 120340 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: 7 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 4034.7 psi
Compressive strength of cylinder 2: 4270.4 psi
Compressive strength (to nearest 10 psi): 4150 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/24/2023 ✔