Summary for Test 2022-06-19-4-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 214671 DEA: 07303904 EFIS: 0714000044 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-10-31.2/37.2 |
| Award Date | 11/25/2020 |
| Closeout Date | 10/11/2023 |
| Work Description | LANE REPLACEMENT |
| Location Description | LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE EAST OF THE 10/605 SEPARATION TO 0.3 MILE WEST OF CITRUS STREET OVERCROSSING |
| QA Service Level | 1 (Verified on 01/21/2021) |
Sample Information
| Sample Taken Date | 06/19/2022 | Sample Unique Key | 4 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 06/19/2022 |
| Sample type | Department Acceptance | A brief description of the sample | 6x6x21 beams |
| The quantity of what the sample constitutes | 500 yd3 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Rosauro | Last name of sampler or witnessed by | Nogoy |
| Title of sampler | TEC | Telephone number of sampler | 2137939321 |
| Laboratory sample identification | 22-1468 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Irwindale | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | G3-21-PRS-237 |
|---|---|---|---|
| The truck number from where the sample was collected | 0 | The batch plant ticket number from where the sample was collected | 293 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | From loader to wheelbarrow | 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: 2022-06-19-4
DIME Test ID: 2022-06-19-4-1
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: 2022-07-15
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: Rosauro Nogoy
Date of test: 05/29/2022
Identification number: 22-1468
Width of specimen: 6 inch
Width of specimen 2: 6 inch
Width of specimen 3: 6 inch
Depth of specimen: 6.0625 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: 7874 lb
Maximum load applied 2: 7970 lb
Maximum load applied 3: 8029 lb
Curing history and apparent moisture condition of the specimen: 0
If specimen was capped, ground or if leather shims were used: 0
Defects in specimen, including numbers of beams discarded during test: 0
Age of specimen: 10 days
Age of specimen in hours: no data
Modulus of rupture: 670 psi
Modulus of rupture 2: 680 psi
Modulus of rupture 3: 690 psi
Modulus of rupture average: 680 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/15/2022 ✔