Summary for Test 2021-03-16-3-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 214465 DEA: 081E5704 EFIS: 0814000051 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-27.7 |
| Award Date | 12/26/2019 |
| Closeout Date | 09/15/2021 |
| Work Description | PLACE CIDH PILING AND ROCK SLOPE PROTECTION |
| Location Description | RIVERSIDE COUNTY NEAR PALM SPRINGS AT WHITEWATER RIVER BRIDGE |
| QA Service Level | 1 (Verified on 02/28/2020) |
Sample Information
| Sample Taken Date | 03/16/2021 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 03/17/2021 |
| Sample type | Quality Assurance | A brief description of the sample | concrete cylinders |
| The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Saad | Last name of sampler or witnessed by | Arabi |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 1016-316 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | cemex | Transportation Laboratory (TL) Number | |
| 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 | 20034 |
|---|---|---|---|
| The truck number from where the sample was collected | NA | The batch plant ticket number from where the sample was collected | NA |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | white water bridge | 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: 2021-03-16-3
DIME Test ID: 2021-03-16-3-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-04-21
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bahman Baghai
Date of test: 04/13/2021
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 189360 lb
Maximum load on cylinder 2: 196260 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): SAMPLES RECEIVED NOT FULLY CURED
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 28 days
Age of specimen in hours: no data
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: 6741.2 psi
Compressive strength of cylinder 2: 6986.8 psi
Compressive strength (to nearest 10 psi): 6860 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/21/2021 ✔