Summary for Test 2022-04-02-3-1
Test performed: CTM 524-March 2013Project Information
Project Identifiers | Project ID: 214336 DEA: 07302404 EFIS: 0713000488 |
---|---|
DIST-CO-RTE-PM | 07-VEN-101-37/40 |
Award Date | 11/17/2020 |
Closeout Date | 09/24/2024 |
Work Description | PADRE JUAN REHAB |
Location Description | VEN 101 |
QA Service Level | 1 (Verified on 02/26/2021) |
Sample Information
Sample Taken Date | 04/02/2022 | Sample Unique Key | 3 |
---|---|---|---|
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 | 04/02/2022 |
Sample type | Quality Assurance | A brief description of the sample | A set of 3 ISR-RSC Beams |
The quantity of what the sample constitutes | 100 CY | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Ali | Last name of sampler or witnessed by | Rehman |
Title of sampler | Field Materials Tester | Telephone number of sampler | 7148753445 |
Laboratory sample identification | 22-0671 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Short Load Concrete Inc | 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 | NOT PROVIDED | |
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 | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2022-04-02-3
DIME Test ID: 2022-04-02-3-1
Testing Lab: Kleinfelder, Incorporated - Los Angeles
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2022-04-06
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: Edmond Jabbour
Date of test: 04/05/2022
Identification number: 22-0671
Width of specimen: 6.0625 inch
Width of specimen 2: 6 inch
Width of specimen 3: 6.125 inch
Depth of specimen: 6.0625 inch
Depth of specimen 2: 6.0625 inch
Depth of specimen 3: 6 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 10030 lb
Maximum load applied 2: 9310 lb
Maximum load applied 3: 9680 lb
Curing history and apparent moisture condition of the specimen: Sand Pit and Lime 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: 810 psi
Modulus of rupture 2: 760 psi
Modulus of rupture 3: 790 psi
Modulus of rupture average: 790 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/6/2022 ✔