Summary for Test 2023-05-06-1-1
Test performed: CTM 524-March 2013Project Information
Project Identifiers | Project ID: 993154 DEA: 120R3404 EFIS: 1218000079 |
---|---|
DIST-CO-RTE-PM | 12-ORA-73-12.9/R26.8 |
Award Date | 09/16/2021 |
Closeout Date | 09/28/2023 |
Work Description | REPLACE APPROACH SLABS, JOINT SEAL, AND APPLY METHACRYLATE ON BRIDGES. |
Location Description | ORANGE COUNTY AT VARIOUS LOCATIONS FROM MOULTON PARKWAY UNDERCROSSING IN LAGUNA NIGUEL TO BRISTOL STREET UNDERCROSSING IN COSTA MESA |
QA Service Level | 1 (Verified on 08/02/2021) |
Sample Information
Sample Taken Date | 05/06/2023 | Sample Unique Key | 1 |
---|---|---|---|
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 | 05/06/2023 |
Sample type | Quality Assurance | A brief description of the sample | 6x6x18 Beam |
The quantity of what the sample constitutes | 3 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | RMA Group | Last name of sampler or witnessed by | RMA QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 23-0153 | 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 |
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 | Concrete from wheelbarrow | Where the material sample would have been placed if not sampled | NB MacArthur Blvd onramp to N 73 north of San Diego |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-05-06-1
DIME Test ID: 2023-05-06-1-1
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: 2023-05-10
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: 05/09/2023
Identification number: 23-0153
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: 6.0625 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: 7990 lb
Maximum load applied 2: 8020 lb
Maximum load applied 3: 8350 lb
Curing history and apparent moisture condition of the specimen: lime water bath
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: 680 psi
Modulus of rupture 2: 690 psi
Modulus of rupture 3: 710 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 |
---|---|---|---|---|---|
23-0153 | 220.43 KB | 05/10/2023 | 2023-05-06-1-1 | Info |
Test was verified on 5/10/2023 ✔