Summary for Test 2024-07-20-3-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 1000035 DEA: 120T9804 EFIS: 1223000011 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-22-R3.0 |
| Award Date | 03/13/2024 |
| Closeout Date | 06/08/2026 |
| Work Description | REPAIR PAVEMENT AND UPGRADE GUARDRAIL. |
| Location Description | ORANGE COUNTY IN WESTMINSTER AT WESTBOUND OFF-RAMP TO GARDEN GROVE BOULEVARD/KNOTT STREET |
| QA Service Level | 1 (Verified on 01/26/2024) |
Sample Information
| Sample Taken Date | 07/20/2024 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/21/2024 | 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 | RMA |
| Last name of sampler or witnessed by | RMA | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 24-0335 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Short Load | |
| 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 | 1 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | wheelbarrow | 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: 2024-07-20-3
DIME Test ID: 2024-07-20-3-1
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: 2024-07-30
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: 07/30/2024
Identification number: 24-0335-1-3
Width of specimen: 5.9375 inch
Width of specimen 2: 6 inch
Width of specimen 3: 5.9375 inch
Depth of specimen: 6.0625 inch
Depth of specimen 2: 6.0625 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: 8100 lb
Maximum load applied 2: 8300 lb
Maximum load applied 3: 6940 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: 700 psi
Modulus of rupture 2: 710 psi
Modulus of rupture 3: 600 psi
Modulus of rupture average: 670 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/30/2024 ✔