Summary for Test 2022-02-05-18-1
Test performed: CTM 524-March 2013Project Information
Project Identifiers | Project ID: 214671 DEA: 07303904 EFIS: 0714000044 |
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DIST-CO-RTE-PM | 07-LA-10-31.2/37.2 |
Award Date | 11/25/2020 |
Closeout Date | 10/11/2023 |
Work Description | LANE REPLACEMENT |
Location Description | LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE EAST OF THE 10/605 SEPARATION TO 0.3 MILE WEST OF CITRUS STREET OVERCROSSING |
QA Service Level | 1 (Verified on 01/21/2021) |
Sample Information
Sample Taken Date | 02/05/2022 | Sample Unique Key | 18 |
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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 | 02/06/2022 |
Sample type | Quality Assurance | A brief description of the sample | A set of 3 JPCP-RSC concrete beam test specimens |
The quantity of what the sample constitutes | 780 CY | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Ian | Last name of sampler or witnessed by | Snyder |
Title of sampler | Field Materials Tester | Telephone number of sampler | 5628339318 |
Laboratory sample identification | 22-0220 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Security Paving Burbank Batch Plant | 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 | G3-21-PRS-237 |
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The truck number from where the sample was collected | Load 33 | The batch plant ticket number from where the sample was collected | NOT PROVIDED |
Concrete batch plant | Security Paving Burbank 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: 2022-02-05-18
DIME Test ID: 2022-02-05-18-1
Testing Lab: Kleinfelder, Incorporated - Los Angeles
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2022-02-07
Test Results
Number of specimens: 3
Does the testing machine measure load or stress on the beam specimen?: Load
Fracture initiates in the tension surface: Within the Middle Third of the Span Length
Fracture occurred at a capped section: No
Is a beam dimensional correction factor used?: No
Input Type: Calculated
Tester's full name: Ian Snyder
Date of test: 02/06/2022
Identification number: 22-0220
Width of specimen: 0 inch
Width of specimen 2: 0 inch
Width of specimen 3: 0 inch
Depth of specimen: 0 inch
Depth of specimen 2: 0 inch
Depth of specimen 3: 0 inch
Span length of specimen: 0 inch
Span length of specimen 2: 0 inch
Span length of specimen 3: 0 inch
Maximum load applied: 0 lb
Maximum load applied 2: 0 lb
Maximum load applied 3: 0 lb
Curing history and apparent moisture condition of the specimen: 0
If specimen was capped, ground or if leather shims were used: 0
Defects in specimen, including numbers of beams discarded during test: 0
Age of specimen: 1 days
Age of specimen in hours: no data
Modulus of rupture: 400 psi
Modulus of rupture 2: 400 psi
Modulus of rupture 3: 400 psi
Modulus of rupture average: 400 psi
General comments (publicly viewable) (Max 1000 characters): All data unknow other than 400 psi average breaks at 14 hours. Witnessed QC perform opening age breaks.
Test was verified on 2/7/2022 ✔