Summary for Test 2024-06-04-70-1
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 993431 DEA: 080R9804 EFIS: 0812000225 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-5719 |
| Award Date | 06/28/2022 |
| Closeout Date | Not set |
| Work Description | BUILDING WORK AND MINOR CONCRETE. |
| Location Description | SAN BERNARDINO COUNTY IN NEEDLES AT THE NEEDLES MAINTENANCE STATION AT 800 SAN CLEMENTE STREET |
| QA Service Level | 1 (Verified on 02/21/2022) |
Sample Information
| Sample Taken Date | 06/04/2024 | Sample Unique Key | 70 |
|---|---|---|---|
| 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 | 06/07/2024 |
| 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 | Joseph | Last name of sampler or witnessed by | Valle |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | 1068-64 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hi Grade Materials Littlerock | Transportation Laboratory (TL) Number | 1068-64 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | CT675F25 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 8001061 | |
| Concrete batch plant | HI GRADE | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | PANEL F SLAB | 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: 2024-06-04-70
DIME Test ID: 2024-06-04-70-1
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: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 06/18/2024
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 81025 lb
Maximum load on cylinder 2: 80390 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Age of specimen: 14 days
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 2884.5 psi
Compressive strength of cylinder 2: 2861.9 psi
Compressive strength (to nearest 10 psi): 2870 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/17/2024 ✔