Summary for Test 2023-06-13-57-1
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 | 06/13/2023 | Sample Unique Key | 57 |
|---|---|---|---|
| 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 | 06/14/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 |
| The quantity of what the sample constitutes | 3 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Rigoberto | Last name of sampler or witnessed by | Arroyo |
| Title of sampler | QA Inspector | Telephone number of sampler | |
| Laboratory sample identification | 1041-154A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fisher Industries | Transportation Laboratory (TL) Number | 154 |
| 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-OPT1 |
|---|---|---|---|
| The truck number from where the sample was collected | 62 | The batch plant ticket number from where the sample was collected | Not Provided on TL |
| Concrete batch plant | FISHER | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | RTE 10 177 SEPARATION TO WILEY WELLS RD STA 5809.50 | 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: 2023-06-13-57
DIME Test ID: 2023-06-13-57-1
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: 2023-08-07
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: 07/25/2023
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.03 in
Average diameter of cylinder 3: 6.03 in
Maximum load on cylinder 1: 132965 lb
Maximum load on cylinder 2: 133095 lb
Maximum load on cylinder 3: 138365 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1.00
Age of specimen: 42 days
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Cross sectional area of cylinder 3: 28.56 in^2
Compressive strength of cylinder 1: 4655.6 psi
Compressive strength of cylinder 2: 4660.2 psi
Compressive strength of cylinder 3: 4844.7 psi
Compressive strength (to nearest 10 psi): 4720 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/7/2023 ✔