Summary for Test 2022-12-08-15-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 214670 DEA: 07331004 EFIS: 0716000220 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-101-9.0/9.2 |
| Award Date | 04/13/2022 |
| Closeout Date | 11/06/2024 |
| Work Description | CONCRETE SLAB REPLACEMENT & GRIND, PAVEMENT & RESURFACE ACE |
| Location Description | VENTURA COUNTY IN THOUSAND OAKS FROM NORTHBOUND OFF-RAMP TO SOUTHBOUND OFF-RAMP AT CONEJO COMMERCIAL VEHICLE ENFORCEMENT FACILITIES |
| QA Service Level | 1 (Verified on 07/12/2021) |
Sample Information
| Sample Taken Date | 12/08/2022 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/08/2022 | Sample type | Department Acceptance |
| A brief description of the sample | ISR-RSC | The quantity of what the sample constitutes | 200 CY plus |
| 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 | 12133581518 | Laboratory sample identification | 22-3165 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Powell Construction | |
| 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-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 | Wheelbarrow from Chute volumetric 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: 2022-12-08-15
DIME Test ID: 2022-12-08-15-1
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: 2022-12-11
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: 12/11/2022
Identification number: 22-3165
Width of specimen: 6.0625 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 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 9190 lb
Maximum load applied 2: 8442 lb
Maximum load applied 3: 8652 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: 3 days
Age of specimen in hours: no data
Modulus of rupture: 780 psi
Modulus of rupture 2: 720 psi
Modulus of rupture 3: 750 psi
Modulus of rupture average: 750 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/11/2022 ✔