Summary for Test 2022-12-10-1-1
Test performed: CTM 524-March 2013Project Information
Project Identifiers | Project ID: 214336 DEA: 07302404 EFIS: 0713000488 |
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DIST-CO-RTE-PM | 07-VEN-101-37/40 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | PADRE JUAN REHAB |
Location Description | VEN 101 |
QA Service Level | 1 (Verified on 02/26/2021) |
Sample Information
Sample Taken Date | 12/10/2022 | Sample Unique Key | 1 |
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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 | 12/01/2022 |
Sample type | Quality Assurance | A brief description of the sample | Concrete Beams JPCP-RSC |
The quantity of what the sample constitutes | 10 Cubic Yards | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Harrison | Last name of sampler or witnessed by | Kain |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 22-3131 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | n/a | 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 | G3-22-PRS-299 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 10556 | |
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
DIME Sample ID: 2022-12-10-1
DIME Test ID: 2022-12-10-1-1
Testing Lab: Alta Vista Solutions - Whittier
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2022-12-13
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: Nathan Ogbasellasie
Date of test: 12/10/2022
Identification number: 22-3131
Width of specimen: 6 inch
Width of specimen 2: 6 inch
Width of specimen 3: 6.06 inch
Depth of specimen: 6.06 inch
Depth of specimen 2: 6.06 inch
Depth of specimen 3: 6.06 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 8249 lb
Maximum load applied 2: 8412 lb
Maximum load applied 3: 8717 lb
Curing history and apparent moisture condition of the specimen: Ok
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: 710 psi
Modulus of rupture 2: 720 psi
Modulus of rupture 3: 740 psi
Modulus of rupture average: 720 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/13/2022 ✔