Summary for Test 2025-09-26-43-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 995193 DEA: 07356604 EFIS: 0719000026 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-605-R10.2/20.2 |
| Award Date | 04/04/2024 |
| Closeout Date | Not set |
| Work Description | LANE & SLAB REPLACEMENT, COLD PLANE & HMA OVERLAY. |
| Location Description | LOS ANGELES COUNTY IN SANTA FE SPRINGS, PICO RIVERA, WHITTIER, CITY OF INDUSTRY AND EL MONTE FROM TELEGRAPH ROAD UNDERCROSSING TO ROUTE 605/10 SEPARATION |
| QA Service Level | 1 (Verified on 10/03/2023) |
Sample Information
| Sample Taken Date | 09/26/2025 | Sample Unique Key | 43 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/26/2025 | Sample type | Quality Assurance |
| A brief description of the sample | JPCP-RSC Beams | The quantity of what the sample constitutes | 10 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Samir |
| Last name of sampler or witnessed by | El-Chammas | Title of sampler | Materials tester |
| Telephone number of sampler | 7073182295 | Laboratory sample identification | 25-3139 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | N/A | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | VCTS675 |
|---|---|---|---|
| The truck number from where the sample was collected | Truck 12063 | The batch plant ticket number from where the sample was collected | Load 1 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Jobsite | Where the material sample would have been placed if not sampled | Jobsite |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2025-09-26-43
DIME Test ID: 2025-09-26-43-1
Testing Lab: Alta Vista Solutions - Whittier
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2025-10-21
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: Samir El-Chammas
Date of test: 09/29/2025
Identification number: 25-3139
Width of specimen: 6 inch
Width of specimen 2: 6 inch
Width of specimen 3: 6 inch
Depth of specimen: 6.0625 inch
Depth of specimen 2: 6.0625 inch
Depth of specimen 3: 6 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 9097 lb
Maximum load applied 2: 8919 lb
Maximum load applied 3: 8636 lb
Curing history and apparent moisture condition of the specimen: Sand
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: 3 days
Age of specimen in hours: no data
Modulus of rupture: 780 psi
Modulus of rupture 2: 760 psi
Modulus of rupture 3: 760 psi
Modulus of rupture average: 770 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/21/2025 ✔