Summary for Test 2020-10-21-23-1
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 | 10/21/2020 | Sample Unique Key | 23 |
|---|---|---|---|
| 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 | 10/22/2020 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
| The quantity of what the sample constitutes | Set of Cylinders | From where was the sample collected | Other |
| First name of sampler or witnessed by | Saad | Last name of sampler or witnessed by | Araba |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | 1016-72 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Desert Ready Mix | Transportation Laboratory (TL) Number | 178672 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | White Water Br 56-0004 |
Material Information
| Material Type | Concrete | The concrete mix design number | 20034 |
|---|---|---|---|
| The truck number from where the sample was collected | load 4 | The batch plant ticket number from where the sample was collected | na |
| Concrete batch plant | Desert Ready Mix | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | na | Where the material sample would have been placed if not sampled | bridge 560004 White Water |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2020-10-21-23
DIME Test ID: 2020-10-21-23-1
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: 2020-12-28
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: JOSE GUZMAN
Date of test: 11/18/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 134480 lb
Maximum load on cylinder 2: 149815 lb
Type of fracture pattern of cylinder 1: 3
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
Correction factor for cylinder 2: 1
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 4757.0 psi
Compressive strength of cylinder 2: 5316.4 psi
Compressive strength (to nearest 10 psi): 5040 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/28/2020 ✔