Summary for Test 2022-01-09-1-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 215690 DEA: 074W9504 EFIS: 0720000200 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-91-R12.1/R20.7 |
| Award Date | 06/02/2021 |
| Closeout Date | 05/26/2022 |
| Work Description | INDIVIDUAL SLAB REPLACEMENT. |
| Location Description | LOS ANGELES COUNTY IN LONG BEACH AND CERRITOS FROM ATLANTIC AVENUE UNDERCROSSING TO THE ORANGE COUNTY LINE |
| QA Service Level | 1 (Verified on 08/16/2021) |
Sample Information
| Sample Taken Date | 01/09/2022 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 01/09/2022 |
| Sample type | Acceptance | A brief description of the sample | ISR-RSC Beams |
| The quantity of what the sample constitutes | 200 cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Paul | Last name of sampler or witnessed by | Pastora |
| Title of sampler | RMA QC | Telephone number of sampler | 424-343-9393 |
| Laboratory sample identification | 22-0036 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Short Load Concrete Inc | Transportation Laboratory (TL) Number | NA |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | CTS-65-EHI |
|---|---|---|---|
| The truck number from where the sample was collected | 15 | The batch plant ticket number from where the sample was collected | NA |
| Concrete batch plant | NA | The fabricator/manufacturer designation for the sample | NA |
| A detailed description of where the material sample was collected | Discharge from BACK OF concrete truck CHUTE into wheelbarrow. | Where the material sample would have been placed if not sampled | PAVEMENT SLAB |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2022-01-09-1
DIME Test ID: 2022-01-09-1-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2022-01-12
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: Measured
Tester's full name: Robert Achuela
Date of test: 01/12/2022
Identification number: 1
Width of specimen: 6.0625 inch
Width of specimen 2: 6.0625 inch
Width of specimen 3: 6.0625 inch
Depth of specimen: 6.0625 inch
Depth of specimen 2: 6.125 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: 8714 lb
Maximum load applied 2: 8878 lb
Maximum load applied 3: 8387 lb
Curing history and apparent moisture condition of the specimen: 75 F saturated condition
If specimen was capped, ground or if leather shims were used: NA
Defects in specimen, including numbers of beams discarded during test: NONE
Age of specimen: 3 days
Age of specimen in hours: no data
Modulus of rupture: 740 psi
Modulus of rupture 2: 740 psi
Modulus of rupture 3: 710 psi
Modulus of rupture average: 730 psi
General comments (publicly viewable) (Max 1000 characters): 1 hour average beam break test result is 480 psi.
Test was verified on 1/12/2022 ✔