Summary for Test 2022-02-14-12-1
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R0.0/R9.7 |
| Award Date | 04/03/2020 |
| Closeout Date | 06/06/2024 |
| Work Description | PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 06/05/2020) |
Sample Information
| Sample Taken Date | 02/14/2022 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/15/2022 | Sample type | Quality Assurance |
| A brief description of the sample | A set of 2 LCB cylinders | The quantity of what the sample constitutes | 60 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Edmond |
| Last name of sampler or witnessed by | Jabbour | Title of sampler | Field Materials Tester |
| Telephone number of sampler | 909 239-8226 | Laboratory sample identification | 22-0312 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Flatiron Plant - Paxton off-Ramp | |
| Transportation Laboratory (TL) Number | 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 | LCB-3215-03 |
|---|---|---|---|
| The truck number from where the sample was collected | Load 2 | The batch plant ticket number from where the sample was collected | 6790678 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Concrete from wheelbarrow | 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: 2022-02-14-12
DIME Test ID: 2022-02-14-12-1
Testing Lab: Kleinfelder, Incorporated - Los Angeles
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-02-21
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Edmond Jabbour
Date of test: 02/21/2022
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 20410 lb
Maximum load on cylinder 2: 20330 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength (to nearest 10 psi): 720 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): EB 210 Pull Out Station: 265+75.
Test was verified on 2/21/2022 ✔