Summary for Test 2023-10-05-34-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 994780 DEA: 070W3304 EFIS: 0721000265 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-10-19.5/29.5 |
| Award Date | 06/30/2023 |
| Closeout Date | Not set |
| Work Description | LOS ANGELES COUNTY FROM EVERGREEN AVENUE PEDESTRIAN OVERCROSSING IN LOS ANGELES TO VALLEY BOULEVARD UNDERCROSSING IN EL MONTE |
| Location Description | DIGOUTS, SLURRY SEAL, COLD PLANE OVERLAY, |
| QA Service Level | 1 (Verified on 06/07/2023) |
Sample Information
| Sample Taken Date | 10/05/2023 | Sample Unique Key | 34 |
|---|---|---|---|
| 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 | 10/05/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 6X6X21 Rapid Set Concrete 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 | Kristian | Last name of sampler or witnessed by | Lopez |
| Title of sampler | g3 quality technician | Telephone number of sampler | |
| Laboratory sample identification | 23-1578 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | SLC | Transportation Laboratory (TL) Number | NA |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | CTS-65-EH1 |
|---|---|---|---|
| The truck number from where the sample was collected | 18 | The batch plant ticket number from where the sample was collected | NA |
| Concrete batch plant | SLC | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | truck chute | 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: 2023-10-05-34
DIME Test ID: 2023-10-05-34-1
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: 2023-10-11
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: Robert Achuela
Date of test: 10/08/2023
Identification number: 23-1578
Width of specimen: 6.1875 inch
Width of specimen 2: 6.0625 inch
Width of specimen 3: 6 inch
Depth of specimen: 6.125 inch
Depth of specimen 2: 6.0625 inch
Depth of specimen 3: 6.125 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 8846 lb
Maximum load applied 2: 8416 lb
Maximum load applied 3: 8661 lb
Cap thickness: 0 inch
Curing history and apparent moisture condition of the specimen: Damp
If specimen was capped, ground or if leather shims were used: No
Defects in specimen, including numbers of beams discarded during test: None
Age of specimen: 3 days
Age of specimen in hours: no data
Modulus of rupture: 720 psi
Modulus of rupture 2: 710 psi
Modulus of rupture 3: 730 psi
Modulus of rupture average: 720 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/11/2023 ✔