Summary for Test 2023-01-11-23-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 994068 DEA: 081C7204 EFIS: 0813000003 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-R96.1/R124.3 |
| Award Date | 08/02/2022 |
| Closeout Date | 02/23/2024 |
| Work Description | IMPORTED BORROW, SHOULDER BACKING, AND STRUCTURAL CONCRETE. |
| Location Description | SAN BERNARDINO ABOUT 22 MILES NORTHEAST OF BARSTOW AT VARIOUS LOCATIONS FROM 0.3 MILE SOUTH OF HARVARD ROAD OVERCROSSING TO 0.1 MILE NORTH OF RASOR ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 09/30/2022) |
Sample Information
| Sample Taken Date | 01/11/2023 | Sample Unique Key | 23 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/12/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 | The quantity of what the sample constitutes | 4 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | lary/frank |
| Last name of sampler or witnessed by | f/r | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 1047-11 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | mitsu | |
| Transportation Laboratory (TL) Number | 11 | 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 | sc590b38 |
|---|---|---|---|
| The truck number from where the sample was collected | 2207 | The batch plant ticket number from where the sample was collected | 6737198 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | truck | 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: 2023-01-11-23
DIME Test ID: 2023-01-11-23-1
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: 2023-02-09
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 Mendez
Date of test: 02/08/2023
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: 148420 lb
Maximum load on cylinder 2: 141540 lb
Type of fracture pattern of cylinder 1: 1
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: 28 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: 5250.1 psi
Compressive strength of cylinder 2: 5022.7 psi
Compressive strength (to nearest 10 psi): 5140 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/9/2023 ✔