Summary for Test 2022-05-11-1-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R0.0/R9.7 |
| Award Date | 04/03/2020 |
| Closeout Date | 06/06/2024 |
| Work Description | PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 06/05/2020) |
Sample Information
| Sample Taken Date | 05/11/2022 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/01/2022 | Sample type | Department Acceptance |
| A brief description of the sample | JPCPRS | The quantity of what the sample constitutes | 1558 CY + |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Chad |
| Last name of sampler or witnessed by | Chotibhongs | Title of sampler | MREA |
| Telephone number of sampler | 213-817-0387 | Laboratory sample identification | 22-1008 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Flatiron Plant - Paxton off-Ramp | |
| 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 | FIW 0420-1 |
|---|---|---|---|
| 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 | Loader Bucket at Flatiron Batch Plant | 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: 2022-05-11-1
DIME Test ID: 2022-05-11-1-1
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: 2022-05-11
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: Yes
Is a beam dimensional correction factor used?: No
Input Type: Measured
Tester's full name: Chad Chotibhongs
Date of test: 05/11/2022
Identification number: 22-1008
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: 6.0625 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: 8710 lb
Maximum load applied 2: 8820 lb
Maximum load applied 3: 8800 lb
Cap thickness: 0 inch
Curing history and apparent moisture condition of the specimen: 10 days
If specimen was capped, ground or if leather shims were used: NA
Defects in specimen, including numbers of beams discarded during test: None
Age of specimen: 10 days
Age of specimen in hours: no data
Modulus of rupture: 750 psi
Modulus of rupture 2: 760 psi
Modulus of rupture 3: 770 psi
Modulus of rupture average: 760 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/11/2022 ✔