Summary for Test 2023-06-06-66-2
Test performed: CTM 523-May 2020Project Information
Project Identifiers | Project ID: 213749 DEA: 120C1104 EFIS: 1200000633 |
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DIST-CO-RTE-PM | 12-ORA-57-20.3/21.6 |
Award Date | 04/19/2019 |
Closeout Date | 05/28/2024 |
Work Description | SR-57 Lambert Interchange Project: WIDEN BRIDGES AND CONSTRUCT RW, SW, HMA, JPCP AND ELECTRICAL SYSTEMS. |
Location Description | ORANGE COUNTY IN BREA FROM 0.6 MILE SOUTH TO 0.7 MILE NORTH OF LAMBERT ROAD UNDERCROSSING |
QA Service Level | 1 (Verified on 05/31/2019) |
Sample Information
Sample Taken Date | 06/06/2023 | Sample Unique Key | 66 |
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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 | 06/06/2023 |
Sample type | Quality Assurance | A brief description of the sample | 6x6x18 Beam |
The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | David | Last name of sampler or witnessed by | Nguyen |
Title of sampler | Telephone number of sampler | 9492798470 | |
Laboratory sample identification | 23-0181 | 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 |
Material Information
Material Type | Concrete | The concrete mix design number | 1605760 |
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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 | LA5 5 plus 00 |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-06-06-66
DIME Test ID: 2023-06-06-66-2
Testing Lab: CT D12 - Huntington Beach Field Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2023-07-04
Test Results
Number of specimens: 2
Unit system used?: US Units
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
Is a beam dimensional correction factor used?: No
Input Type: Calculated
Tester's full name: Dan Morris
Date of test: 07/04/2023
Identification number: 23-0181
Width of specimen: 5.9 inch
Width of specimen 2: 5.9 inch
Depth of specimen: 6 inch
Depth of specimen 2: 6 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Maximum load applied: 7170 lb
Maximum load applied 2: 8370 lb
Curing history and apparent moisture condition of the specimen: lime water bath
If specimen was capped, ground or if leather shims were used: 0
Defects in specimen: 0
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Modulus of rupture: 630 psi
Modulus of rupture 2: 740 psi
Modulus of rupture average: 660 psi
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
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23-0181B | 212.17 KB | 07/04/2023 | 2023-06-06-66-2 | Info |
Test was verified on 7/4/2023 ✔