Summary for Test 2024-11-02-8-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 995193 DEA: 07356604 EFIS: 0719000026 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-605-R10.2/20.2 |
| Award Date | 04/04/2024 |
| Closeout Date | Not set |
| Work Description | LANE & SLAB REPLACEMENT, COLD PLANE & HMA OVERLAY. |
| Location Description | LOS ANGELES COUNTY IN SANTA FE SPRINGS, PICO RIVERA, WHITTIER, CITY OF INDUSTRY AND EL MONTE FROM TELEGRAPH ROAD UNDERCROSSING TO ROUTE 605/10 SEPARATION |
| QA Service Level | 1 (Verified on 10/03/2023) |
Sample Information
| Sample Taken Date | 11/02/2024 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 11/02/2024 |
| Sample type | Acceptance | A brief description of the sample | Lane #2 on the SB 605 |
| The quantity of what the sample constitutes | 120 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Caesar | Last name of sampler or witnessed by | Ramirez |
| Title of sampler | Transportation Engineer Civil | Telephone number of sampler | (818) 974-8391 |
| Laboratory sample identification | 24-3399 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Contractor | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Lane #2 on the SB 605 | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | VCTS675 |
|---|---|---|---|
| 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 | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Job 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: 2024-11-02-8
DIME Test ID: 2024-11-02-8-1
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: 2024-11-26
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: Caesar Ramirez
Date of test: 11/05/2024
Identification number: 07-3399
Width of specimen: 6 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 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 8108 lb
Maximum load applied 2: 7821 lb
Maximum load applied 3: 8401 lb
Curing history and apparent moisture condition of the specimen: 3 Days
If specimen was capped, ground or if leather shims were used: NA
Defects in specimen, including numbers of beams discarded during test: NA
Age of specimen: 3 days
Age of specimen in hours: 72 hours
Modulus of rupture: 710 psi
Modulus of rupture 2: 680 psi
Modulus of rupture 3: 740 psi
Modulus of rupture average: 710 psi
General comments (publicly viewable) (Max 1000 characters): 430 psi after 60 minutes reported to inspector Alexander Dagher
Test was verified on 11/26/2024 ✔