Summary for Test 2025-06-25-57-2
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 1000612 DEA: 120R57U4 EFIS: 1223000131 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-405-11.4/24.2 |
| Award Date | 01/14/2025 |
| Closeout Date | Not set |
| Work Description | PLACE JPCP (RSC) AND RHMA, AND MODIFY ELECTRICAL SYSTEMS. |
| Location Description | ORANGE COUNTY FROM HARBOR BOULEVARD UNDERCROSSING IN COSTA MESA TO LOS ANGELES COUNTY LINE AT ROSSMOOR |
| QA Service Level | 1 (Verified on 09/30/2024) |
Sample Information
| Sample Taken Date | 06/25/2025 | Sample Unique Key | 57 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/25/2005 | Sample type | Quality Assurance |
| A brief description of the sample | Concrete beams | The quantity of what the sample constitutes | 2 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | G3 |
| Last name of sampler or witnessed by | G3 | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 25-0235 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | security paving | |
| 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 | G3-25-CTS-389 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Unknown | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow. | Where the material sample would have been placed if not sampled | NB405 to WB22 connector |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2025-06-25-57
DIME Test ID: 2025-06-25-57-2
Testing Lab: CT D12 - Huntington Beach Field Laboratory
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2025-07-07
Test Results
Number of specimens: 1
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: Dan Morris
Date of test: 07/05/2025
Identification number: 2
Width of specimen: 5.9375 inch
Depth of specimen: 6.0625 inch
Span length of specimen: 18 inch
Maximum load applied: 8270 lb
Curing history and apparent moisture condition of the specimen: Sand pit/Lime water bath (Contract Specs.)
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: 10 days
Age of specimen in hours: no data
Modulus of rupture: 720 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 25-0235-B | 191.10 KB | 07/07/2025 | 2025-06-25-57-2 | Info |
Test was verified on 7/7/2025 ✔