Summary for Test 2025-06-05-69-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 994966 DEA: 073255U4 EFIS: 0722000129 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-605-20.2/26 |
| Award Date | 04/12/2023 |
| Closeout Date | Not set |
| Work Description | INDIVIDUAL SLAB REPLACEMENT, COLD PLANE AC |
| Location Description | LOS ANGELES COUNTY IN BALDWIN PARK AND IRWINDALE FROM ROUTE 10/605 SEPARATION TO 0.2 MILE NORTH OF ROUTE 210/605 SEPARATION |
| QA Service Level | 1 (Verified on 07/13/2023) |
Sample Information
| Sample Taken Date | 06/05/2025 | Sample Unique Key | 69 |
|---|---|---|---|
| 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 | 06/05/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 3 RSC beams |
| The quantity of what the sample constitutes | 10 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Aleksey | Last name of sampler or witnessed by | Souglobov |
| Title of sampler | Materials Tester | Telephone number of sampler | 7075835090 |
| Laboratory sample identification | 25-1805 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | N/A | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | SB Arrow Highway OffRamp in IrwindaleRapit setting JPCP at Sta 214+36 | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | CTS-65EHI |
|---|---|---|---|
| The truck number from where the sample was collected | Truck 19 | The batch plant ticket number from where the sample was collected | Load 5 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Jobsite | 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: 2025-06-05-69
DIME Test ID: 2025-06-05-69-1
Testing Lab: Alta Vista Solutions - Whittier
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2025-06-25
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: Aleksey Souglobov
Date of test: 06/15/2025
Identification number: 25-1805
Width of specimen: 6 inch
Width of specimen 2: 6 inch
Width of specimen 3: 6.0625 inch
Depth of specimen: 6.0625 inch
Depth of specimen 2: 5.9375 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: 10699 lb
Maximum load applied 2: 10295 lb
Maximum load applied 3: 11289 lb
Curing history and apparent moisture condition of the specimen: Sand
If specimen was capped, ground or if leather shims were used: No
Defects in specimen, including numbers of beams discarded during test: No
Age of specimen: 10 days
Age of specimen in hours: no data
Modulus of rupture: 920 psi
Modulus of rupture 2: 920 psi
Modulus of rupture 3: 940 psi
Modulus of rupture average: 930 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/25/2025 ✔