Summary for Test 2024-11-21-26-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 1000286 DEA: 070W7004 EFIS: 0723000032 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-405-44.7/48.64 |
| Award Date | 06/19/2024 |
| Closeout Date | 12/24/2025 |
| Work Description | INDIVIDUAL SLAB REPLACEMENT (RSC), & GRIND EXIST CONC PAVEMENT. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM NORDHOFF STREET UNDERCROSSING TO ROUTE 5/405 SEPARATION |
| QA Service Level | 1 (Verified on 09/16/2024) |
Sample Information
| Sample Taken Date | 11/21/2024 | Sample Unique Key | 26 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/24/2024 | Sample type | Acceptance |
| A brief description of the sample | JPCPRS Beams | The quantity of what the sample constitutes | 10CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Chad |
| Last name of sampler or witnessed by | Chotibhongs | Title of sampler | MREA |
| Telephone number of sampler | 2134076963 | Laboratory sample identification | 24-3628 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | G3 | |
| 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 | NA | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | from short-load truck on-site | 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: 2024-11-21-26
DIME Test ID: 2024-11-21-26-1
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: 2024-11-25
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: Measured
Tester's full name: Chad Chotibhongs
Date of test: 11/25/2024
Identification number: 24-3628
Width of specimen: 6.0625 inch
Width of specimen 2: 6 inch
Width of specimen 3: 6 inch
Depth of specimen: 6 inch
Depth of specimen 2: 6 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: 11338 lb
Maximum load applied 2: 10974 lb
Maximum load applied 3: 11635 lb
Curing history and apparent moisture condition of the specimen: 3days
If specimen was capped, ground or if leather shims were used: NA
Defects in specimen, including numbers of beams discarded during test: 0
Age of specimen: 3 days
Age of specimen in hours: 0 hours
Modulus of rupture: 980 psi
Modulus of rupture 2: 960 psi
Modulus of rupture 3: 1000 psi
Modulus of rupture average: 980 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/25/2024 ✔