Summary for Test 2022-07-10-1-1
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 | 07/10/2022 | Sample Unique Key | 1 |
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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 | 07/10/2022 |
Sample type | Quality Assurance | A brief description of the sample | A set of 3 JPCP RSC beams |
The quantity of what the sample constitutes | 750 CY | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Marcus | Last name of sampler or witnessed by | Molina |
Title of sampler | Field Materials Tester | Telephone number of sampler | 19095343477 |
Laboratory sample identification | 22-1713 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Not Provided | 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 198 | 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: 2022-07-10-1
DIME Test ID: 2022-07-10-1-1
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: 2022-07-20
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: Michael Magana
Date of test: 07/20/2022
Identification number: 22-1713
Width of specimen: 5.9375 inch
Width of specimen 2: 5.9375 inch
Width of specimen 3: 6 inch
Depth of specimen: 6.125 inch
Depth of specimen 2: 6.0625 inch
Depth of specimen 3: 6.0625 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 9160 lb
Maximum load applied 2: 8240 lb
Maximum load applied 3: 8210 lb
Curing history and apparent moisture condition of the specimen: Sand Pit and Lime Bath
If specimen was capped, ground or if leather shims were used: No
Defects in specimen, including numbers of beams discarded during test: No
Age of specimen: 10 days
Age of specimen in hours: no data
Modulus of rupture: 740 psi
Modulus of rupture 2: 680 psi
Modulus of rupture 3: 670 psi
Modulus of rupture average: 700 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/20/2022 ✔