Summary for Test 2024-05-09-108-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 994396 DEA: 07330304 EFIS: 0716000213 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-10-22.0/30.8 |
| Award Date | 10/09/2023 |
| Closeout Date | 09/25/2025 |
| Work Description | CONSTRUCT CONCRETE BARRIER AND STRUCTURAL CONCRETE BARRIER SLAB. |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM 0.6 MILE EAST OF ROUTE 710/10 SEPARATION TO 0.3 MILE WEST OF ROUTE 10/605 SEPARATION |
| QA Service Level | 1 (Verified on 07/24/2023) |
Sample Information
| Sample Taken Date | 05/09/2024 | Sample Unique Key | 108 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/09/2024 | Sample type | Quality Control |
| A brief description of the sample | ISR-RSC | The quantity of what the sample constitutes | 6 beams |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Erik |
| Last name of sampler or witnessed by | Villalba | Title of sampler | QC Technician |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Short Load Concrete | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Slab | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | CTS-65-EHI |
|---|---|---|---|
| The truck number from where the sample was collected | 16 | The batch plant ticket number from where the sample was collected | NI |
| Concrete batch plant | Short Load Concrete | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Rte10 EB, Left Shoulder / Location #22 | 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: 2024-05-09-108
DIME Test ID: 2024-05-09-108-1
Testing Lab: RMA Group - Rancho Cucamonga
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2025-07-29
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: Erik Villalba
Date of test: 05/10/2024
Identification number: Set 1
Width of specimen: 6.0625 inch
Width of specimen 2: 6.0625 inch
Width of specimen 3: 6.0625 inch
Depth of specimen: 6.125 inch
Depth of specimen 2: 6.125 inch
Depth of specimen 3: 6.125 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 6125 lb
Maximum load applied 2: 6825 lb
Maximum load applied 3: 6145 lb
Curing history and apparent moisture condition of the specimen: Moist
If specimen was capped, ground or if leather shims were used: Leather shims
Defects in specimen, including numbers of beams discarded during test: No
Age of specimen: 0 days
Age of specimen in hours: 2 hours
Modulus of rupture: 520 psi
Modulus of rupture 2: 580 psi
Modulus of rupture 3: 520 psi
Modulus of rupture average: 540 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/29/2025 ✔