Summary for Test 2025-07-22-70-1
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 | 07/22/2025 | Sample Unique Key | 70 |
|---|---|---|---|
| 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 | 07/22/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete beams |
| The quantity of what the sample constitutes | 3 | 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 | 25-0265 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Unknown | 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 | "A" Line 1259+00~1269+00 | 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: 2025-07-22-70
DIME Test ID: 2025-07-22-70-1
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: 2025-08-01
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: Dan Morris
Date of test: 08/01/2025
Identification number: 25-0265
Width of specimen: 6 inch
Width of specimen 2: 6 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: 6.125 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 8300 lb
Maximum load applied 2: 8330 lb
Maximum load applied 3: 7990 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: 710 psi
Modulus of rupture 2: 700 psi
Modulus of rupture 3: 660 psi
Modulus of rupture average: 690 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 25-0265-B | 213.89 KB | 08/01/2025 | 2025-07-22-70-1 | Info |
Test was verified on 8/1/2025 ✔