Summary for Test 2023-12-27-20-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 993870 DEA: 120R5604 EFIS: 1218000117 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-5,55,73,91,133,405-var |
| Award Date | 04/12/2023 |
| Closeout Date | 08/19/2026 |
| Work Description | PLACE RHMA-G, HMA, SLAB REPLACEMENT AND JPCP. |
| Location Description | ORANGE COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 06/14/2022) |
Sample Information
| Sample Taken Date | 12/27/2023 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/28/2023 | 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 | Kenny |
| Last name of sampler or witnessed by | Do | Title of sampler | |
| Telephone number of sampler | 9498727223 | Laboratory sample identification | 23-0417 |
| 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 | G3-23-PCC-345-HE |
|---|---|---|---|
| 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 | Concrete from wheelbarrow | Where the material sample would have been placed if not sampled | sta 28 94 to sta 42 00 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-12-27-20
DIME Test ID: 2023-12-27-20-1
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: 2024-01-24
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: Calculated
Tester's full name: Dan Morris
Date of test: 01/24/2024
Identification number: 23-0417
Width of specimen: 6 inch
Width of specimen 2: 5.9375 inch
Width of specimen 3: 6 inch
Depth of specimen: 6.0625 inch
Depth of specimen 2: 6.0625 inch
Depth of specimen 3: 6.0625 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 7420 lb
Maximum load applied 2: 8170 lb
Maximum load applied 3: 6870 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: 28 days
Age of specimen in hours: no data
Modulus of rupture: 640 psi
Modulus of rupture 2: 710 psi
Modulus of rupture 3: 590 psi
Modulus of rupture average: 650 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/24/2024 ✔