Summary for Test 2022-02-27-3-1
Test performed: ASTM C39-21Project Information
Project Identifiers | Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 |
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DIST-CO-RTE-PM | 07-LA-210-R0.0/R9.7 |
Award Date | Not set |
Closeout Date | Not set |
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 | 02/27/2022 | Sample Unique Key | 3 |
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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 | 02/27/2022 |
Sample type | Quality Assurance | A brief description of the sample | A set of 2 LCB RS cylinders |
The quantity of what the sample constitutes | 165 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 | 19092398226 |
Laboratory sample identification | 22-0360 | 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 |
Material Information
Material Type | Concrete | The concrete mix design number | FIW 0110-1 |
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The truck number from where the sample was collected | Load 2 | The batch plant ticket number from where the sample was collected | NOT PROVIDED |
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
DIME Sample ID: 2022-02-27-3
DIME Test ID: 2022-02-27-3-1
Testing Lab: Kleinfelder, Incorporated - Los Angeles
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2022-03-06
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Dominic Montemayor
Date of test: 03/06/2022
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: 42660 lb
Maximum load on cylinder 2: 40630 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): 1480 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): EB 210 Stage 3 LCB Paxton to Van Nuys; Station: 348+20 to 358+80. LCBRSC. 530 psi (average) at 3.0 hours.
Test was verified on 3/6/2022 ✔