Summary for Test 2022-06-06-20-2
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 215349 DEA: 081C0824 EFIS: 0816000087 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-R104.9/R134.2 |
| Award Date | 03/24/2021 |
| Closeout Date | 01/06/2025 |
| Work Description | PLACE HMA (TYPE A), JPCP AND IMPORTED BORROW. |
| Location Description | RIVERSIDE COUNTY FROM ROUTE 10/177 SEPARATION TO 1.1 MILES WEST OF WILEY'S WELL RD OC |
| QA Service Level | 1 (Verified on 03/01/2021) |
Sample Information
| Sample Taken Date | 06/06/2022 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/07/2022 | Sample type | Quality Assurance |
| A brief description of the sample | 6X12 | The quantity of what the sample constitutes | 8 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | HARRISON/JAMES |
| Last name of sampler or witnessed by | KAIN/BURTON | Title of sampler | QA |
| Telephone number of sampler | Laboratory sample identification | 1041-06A | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | COFFMAN | |
| Transportation Laboratory (TL) Number | 1 | 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 | 2102-2 |
|---|---|---|---|
| The truck number from where the sample was collected | 61 | The batch plant ticket number from where the sample was collected | 4763 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | CHUTE | 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: 2022-06-06-20
DIME Test ID: 2022-06-06-20-2
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: 2022-06-21
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 06/20/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 128570 lb
Maximum load on cylinder 2: 124395 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 1
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: 14 days
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 4562.5 psi
Compressive strength of cylinder 2: 4428.4 psi
Compressive strength (to nearest 10 psi): 4500 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/21/2022 ✔