Summary for Test 2024-05-15-36-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 994773 DEA: 081C7704 EFIS: 0813000017 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-80.6,R119.1 |
| Award Date | 06/20/2023 |
| Closeout Date | 12/02/2024 |
| Work Description | CAST-IN-DRILLED-HOLE CONC PILE, FURNISH & INSTALL SIGN STR, AND MGS. |
| Location Description | SAN BERNARDINO COUNTY NEAR BARSTOW AT 1.2 MILES SOUTH OF GHOST TOWN ROAD AND AT 1.4 MILES SOUTH OF BASIN ROAD |
| QA Service Level | 1 (Verified on 08/15/2023) |
Sample Information
| Sample Taken Date | 05/15/2024 | Sample Unique Key | 36 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/16/2024 | Sample type | Quality Assurance |
| A brief description of the sample | Concrete Cylinders | The quantity of what the sample constitutes | 3 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Francisco |
| Last name of sampler or witnessed by | Ruvalcaba | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | 1066-1 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hi Grade Oro Grande | |
| 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 | HG98537S |
|---|---|---|---|
| The truck number from where the sample was collected | NA | The batch plant ticket number from where the sample was collected | 1 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | SB I15 4259+82 | 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: 2024-05-15-36
DIME Test ID: 2024-05-15-36-1
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: 2024-07-17
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 06/12/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.01 in
Average diameter of cylinder 3: 4.02 in
Maximum load on cylinder 1: 64880 lb
Maximum load on cylinder 2: 67570 lb
Maximum load on cylinder 3: 65530 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1.00
Age of specimen: 28 days
Cross sectional area of cylinder 1: 12.69 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.69 in^2
Compressive strength of cylinder 1: 5112.7 psi
Compressive strength of cylinder 2: 5350.0 psi
Compressive strength of cylinder 3: 5163.9 psi
Compressive strength (to nearest 10 psi): 5210 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/17/2024 ✔