Summary for Test 2022-01-30-6-1
Test performed: CTM 524-March 2013Project 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 | 01/30/2022 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 01/30/2022 |
| Sample type | Per Request | A brief description of the sample | A set of 3 JPCP RSC beams |
| The quantity of what the sample constitutes | Per 500 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Ali | Last name of sampler or witnessed by | Rehman |
| Title of sampler | Field Materials Tester | Telephone number of sampler | 7148753445 |
| Laboratory sample identification | 22-0165 | 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 |
Material Information
| Material Type | Concrete | The concrete mix design number | 3215-JPCPRSC-12 |
|---|---|---|---|
| The truck number from where the sample was collected | Load 56 | The batch plant ticket number from where the sample was collected | 56 |
| Concrete batch plant | Flatiron Plant | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | See Below Notes | 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: 2022-01-30-6
DIME Test ID: 2022-01-30-6-1
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: 2022-01-30
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: Ali Rehman
Date of test: 01/30/2022
Identification number: 22-0165
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: QC performed testing
If specimen was capped, ground or if leather shims were used: QC performed testing
Defects in specimen, including numbers of beams discarded during test: QC performed testing
Age of specimen: 0 days
Age of specimen in hours: no data
Modulus of rupture: 480 psi
Modulus of rupture 2: 480 psi
Modulus of rupture 3: 480 psi
Modulus of rupture average: 480 psi
General comments (publicly viewable) (Max 1000 characters): No additional data known since QC performed testing. Average was 480 psi at 12 hours for opening age.
Test was verified on 1/30/2022 ✔