Summary for Test 2022-06-28-19-2
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 214663 DEA: 081F7304 EFIS: 0815000034 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-215-2.7 |
| Award Date | 03/04/2021 |
| Closeout Date | 06/03/2025 |
| 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 | 06/28/2022 | Sample Unique Key | 19 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/29/2022 | Sample type | Quality Control |
| A brief description of the sample | 4x8 | The quantity of what the sample constitutes | 4 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Tycos |
| Last name of sampler or witnessed by | DeLaney | Title of sampler | Kleinfelder ASR |
| Telephone number of sampler | Laboratory sample identification | 1037-628B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Robertsons | |
| Transportation Laboratory (TL) Number | 1 | 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 | 1610974 |
|---|---|---|---|
| The truck number from where the sample was collected | 10076263 | The batch plant ticket number from where the sample was collected | 42040323 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Abutment 3 front wall - return wall | 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: 2022-06-28-19
DIME Test ID: 2022-06-28-19-2
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: 2022-07-26
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 Mendez
Date of test: 07/26/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.00 in
Maximum load on cylinder 1: 66590 lb
Maximum load on cylinder 2: 67660 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 1
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: 28 days
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Compressive strength of cylinder 1: 5272.4 psi
Compressive strength of cylinder 2: 5382.7 psi
Compressive strength (to nearest 10 psi): 5330 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/26/2022 ✔