Summary for Test 2022-01-27-21-1
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 | 01/27/2022 | Sample Unique Key | 21 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/28/2022 | Sample type | Per Request |
| A brief description of the sample | A set of 2 LCB cylinders | The quantity of what the sample constitutes | Per 500 CY |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Manuel |
| Last name of sampler or witnessed by | Uy | Title of sampler | Field Materials Tester |
| Telephone number of sampler | 9495016042 | Laboratory sample identification | 22-0143 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Flatiron Plant | |
| 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 12 | The batch plant ticket number from where the sample was collected | 12 |
| Concrete batch plant | Flatiron Batch Plant | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | 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: 2022-01-27-21
DIME Test ID: 2022-01-27-21-1
Testing Lab: Kleinfelder, Incorporated - Los Angeles
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-02-04
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Michael Magana
Date of test: 02/03/2022
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 64620 lb
Maximum load on cylinder 2: 64660 lb
Type of fracture pattern of cylinder 1: 2
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: 7 days
Age of specimen in hours: 0 hours
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): 2290 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/4/2022 ✔