Summary for Test 2024-01-14-6-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 994648 DEA: 070W3904 EFIS: 0722000045 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-101-10.7/26.7 |
| Award Date | 06/20/2023 |
| Closeout Date | Not set |
| Work Description | SLURRY SEAL. |
| Location Description | VENTURA COUNTY FROM CAMARILLO SPRINGS ROAD UNDERCROSSING IN CAMARILLO TO MAIN STREET UNDERCROSSING IN VENTURA |
| QA Service Level | 1 (Verified on 07/24/2023) |
Sample Information
| Sample Taken Date | 01/14/2024 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/14/2024 | Sample type | Department Acceptance |
| A brief description of the sample | ISR-RSC | The quantity of what the sample constitutes | 140 cu. yd. approx. |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Philip |
| Last name of sampler or witnessed by | Maquiran | Title of sampler | MREA |
| Telephone number of sampler | (213) 358-1518 | Laboratory sample identification | 24-0138 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | SLC | |
| 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 | CTS-65-GBR |
|---|---|---|---|
| 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 | from volumetric concrete mixer truck | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-01-14-6
DIME Test ID: 2024-01-14-6-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2024-01-19
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: Phillip Maquiran
Date of test: 01/17/2024
Identification number: 24-0138
Width of specimen: 6.125 inch
Width of specimen 2: 6.0625 inch
Width of specimen 3: 6.125 inch
Depth of specimen: 6.125 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: 8284 lb
Maximum load applied 2: 7457 lb
Maximum load applied 3: 8030 lb
Curing history and apparent moisture condition of the specimen: Damp
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: 630 psi
Modulus of rupture 3: 670 psi
Modulus of rupture average: 660 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/19/2024 ✔