Summary for Test 2020-09-23-25-1
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 | 09/23/2020 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 09/25/2020 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
| The quantity of what the sample constitutes | 8 Cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Shukri | Last name of sampler or witnessed by | Abouazra |
| Title of sampler | Str Rep | Telephone number of sampler | |
| Laboratory sample identification | 1016-70 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | 178670 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Left Bridge Whitewater Bridge | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 20034 |
|---|---|---|---|
| The truck number from where the sample was collected | 3 | The batch plant ticket number from where the sample was collected | 10687 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Chute | Where the material sample would have been placed if not sampled | Pile Cap |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2020-09-23-25
DIME Test ID: 2020-09-23-25-1
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: 2020-10-02
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: 09/28/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 109770 lb
Maximum load on cylinder 2: 114180 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 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
Age of specimen: 5 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 3882.9 psi
Compressive strength of cylinder 2: 4038.9 psi
Compressive strength (to nearest 10 psi): 3960 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/2/2020 ✔