Summary for Test 2026-04-16-48-2
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 1000611 DEA: 120R32U4 EFIS: 1222000054 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-55-0.2/R17.8 |
| Award Date | 02/07/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE, PLACE RHMA, REPLACE CB, SIGNS AND MODIFY LIGHTING SYSTEM. |
| Location Description | ORANGE COUNTY FROM 0.1 MILE SOUTH OF ROUTE 55/1 SEPARATION IN NEWPORT BEACH TO ROUTE 55/91 SEPARATION IN ANAHEIM |
| QA Service Level | 1 (Verified on 09/30/2024) |
Sample Information
| Sample Taken Date | 04/16/2026 | Sample Unique Key | 48 |
|---|---|---|---|
| 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 | 04/17/2026 |
| Sample type | Quality Assurance | A brief description of the sample | RSC Flexural Beams |
| The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | MB Pro | Last name of sampler or witnessed by | MB PRO |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 26-0068 | 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 | 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 | 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 | Inside lanes 55 fwy in both NB / SB around Lincoln |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2026-04-16-48
DIME Test ID: 2026-04-16-48-2
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: 2026-04-23
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: 04/23/2026
Identification number: 26-0068-4-6
Width of specimen: 5.9375 inch
Width of specimen 2: 6.0625 inch
Width of specimen 3: 5.9375 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: 7320 lb
Maximum load applied 2: 7180 lb
Maximum load applied 3: 6820 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: 3 days
Age of specimen in hours: no data
Modulus of rupture: 630 psi
Modulus of rupture 2: 600 psi
Modulus of rupture 3: 590 psi
Modulus of rupture average: 610 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 26-0068B7D | 215.50 KB | 04/23/2026 | 2026-04-16-48-2 | Info |
Test was verified on 4/23/2026 ✔