Summary for Test 2022-01-28-22-7
Test performed: ASTM C39-18Project Information
| Project Identifiers | Project ID: 214663 DEA: 081F7304 EFIS: 0815000034 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-215-2.7 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | REPLACE CONCRETE BRIDGE, PLACE CONCRETE PCPS GIRDERS AND HMA. |
| Location Description | SAN BERNARDINO COUNTY IN COLTON AT WASHINGTON STREET OVERCROSSING |
| QA Service Level | 1 (Verified on 02/24/2021) |
Sample Information
| Sample Taken Date | 01/28/2022 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 01/29/2022 |
| Sample type | Quality Control | A brief description of the sample | Concrete |
| The quantity of what the sample constitutes | 28 cy | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Augusto | Last name of sampler or witnessed by | Rios |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 016 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Coreslab Structures L.A., Inc. | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | 212 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 82507-82508 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Front Discharge RMT at Bed 9 | 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: 2022-01-28-22
DIME Test ID: 2022-01-28-22-7
Testing Lab: Coreslab
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-02-14
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Augusto Rios, Jr.
Date of test: 02/11/2022
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 258030 lb
Maximum load on cylinder 2: 247878 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 4
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: 14 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.2 in^2
Cross sectional area of cylinder 2: 28.2 in^2
Compressive strength (to nearest 10 psi): 8970 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/14/2022 ✔