Summary for Test 2022-07-17-7-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 214493 DEA: 07311704 EFIS: 0715000013 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-134-0.0/R13.3 |
| Award Date | 04/16/2020 |
| Closeout Date | 07/09/2024 |
| Work Description | CONCRETE SLAB REPLACEMENT, HMA PAVING, ELECTRICAL AND LANDSCAPE WORK. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES, BURBANK, GLENDALE AND PASADENA FROM ROUTE 101/134 SEPARATION TO JUNCTION OF ROUTE 210/710 |
| QA Service Level | 1 (Verified on 04/15/2020) |
Sample Information
| Sample Taken Date | 07/17/2022 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/17/2022 | Sample type | Department Acceptance |
| A brief description of the sample | ISR-RSC Beams | The quantity of what the sample constitutes | 130 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Arnold |
| Last name of sampler or witnessed by | Truong | Title of sampler | MREA |
| Telephone number of sampler | 2138084582 | Laboratory sample identification | 22-1802 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | GL THROOP | |
| Transportation Laboratory (TL) Number | 22-1802 | 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 | NA |
|---|---|---|---|
| The truck number from where the sample was collected | 3 | The batch plant ticket number from where the sample was collected | 3 |
| Concrete batch plant | GL Throop | The fabricator/manufacturer designation for the sample | NA |
| A detailed description of where the material sample was collected | Chute | Where the material sample would have been placed if not sampled | LN 2 WB 134 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2022-07-17-7
DIME Test ID: 2022-07-17-7-1
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: 2022-07-20
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: Arnold Truong
Date of test: 07/20/2022
Identification number: 22-1802
Width of specimen: 6 inch
Width of specimen 2: 5.9375 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: 8369 lb
Maximum load applied 2: 7830 lb
Maximum load applied 3: 8101 lb
Curing history and apparent moisture condition of the specimen: Sand pit
If specimen was capped, ground or if leather shims were used: No
Defects in specimen, including numbers of beams discarded during test: 0
Age of specimen: 3 days
Age of specimen in hours: no data
Modulus of rupture: 730 psi
Modulus of rupture 2: 690 psi
Modulus of rupture 3: 690 psi
Modulus of rupture average: 700 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/20/2022 ✔