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 | Department 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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 ✔