Summary for Test 2022-08-04-21-1
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 | 08/04/2022 | Sample Unique Key | 21 |
|---|---|---|---|
| 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 | 08/05/2022 |
| 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 | Telephone number of sampler | ||
| Laboratory sample identification | 1041-78 | Linked DIME Sample ID | 2022-08-04-21 |
| The fabricator/manufacturer/facility name | COFFMAN | Transportation Laboratory (TL) Number | 78 |
| 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 | 44 | The batch plant ticket number from where the sample was collected | 12270 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | EB 10 load 13 STA 6251.85 | 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: 2022-08-04-21
DIME Test ID: 2022-08-04-21-1
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: 2022-09-15
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Mendez
Date of test: 09/15/2022
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.98 in
Average diameter of cylinder 3: 5.97 in
Maximum load on cylinder 1: 147460 lb
Maximum load on cylinder 2: 142305 lb
Maximum load on cylinder 3: 144270 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 5
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: 27.99 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Cross sectional area of cylinder 3: 27.99 in^2
Compressive strength of cylinder 1: 5268.3 psi
Compressive strength of cylinder 2: 5066.0 psi
Compressive strength of cylinder 3: 5154.3 psi
Compressive strength (to nearest 10 psi): 5160 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/15/2022 ✔