Summary for Test 2021-01-15-11-2
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 214579 DEA: 010B0904 EFIS: 0100020444 |
|---|---|
| DIST-CO-RTE-PM | 01-DN-101-8.2/8.7 |
| Award Date | 04/21/2020 |
| Closeout Date | 12/02/2025 |
| Work Description | Panther Creek & Hunter Creek Bridges |
| Location Description | DEL NORTE COUNTY NEAR KLAMATH AT PANTHER CREEK BRIDGE AND AT HUNTER CREEK BRIDGE |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 01/15/2021 | Sample Unique Key | 11 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/16/2021 | Sample type | Quality Control |
| A brief description of the sample | Structure Concrete | The quantity of what the sample constitutes | 23 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Joe |
| Last name of sampler or witnessed by | Aufdermauer | Title of sampler | Field QC Manager |
| Telephone number of sampler | 707-441-8855 | Laboratory sample identification | C7622A-D |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tidewater Contractors | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Panther Creek Temp Bridge | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 3-4_CIDH-TEMP |
|---|---|---|---|
| The truck number from where the sample was collected | 111 | The batch plant ticket number from where the sample was collected | 3236 |
| Concrete batch plant | Tidewater Contractor | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Abutment no. 1 - Right Pile | 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: 2021-01-15-11
DIME Test ID: 2021-01-15-11-2
Testing Lab: Golden State Bridge, Incorporated
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-02-18
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Joe Aufdermaur
Date of test: 02/12/2021
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: 202960 lb
Maximum load on cylinder 2: 203220 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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 27 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 (to nearest 10 psi): 7190 psi
General comments (publicly viewable) (Max 1000 characters): Specimens C7622B & C7622C
Test was verified on 2/18/2021 ✔