Summary for Test 2025-10-11-4-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 1001065 DEA: 070Y1304 EFIS: 0724000134 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-101-25.9/30.6 |
| Award Date | 05/22/2025 |
| Closeout Date | Not set |
| Work Description | MAINLINE INDIVIDUAL SLAB REPLACEMENT. |
| Location Description | VENTURA COUNTY IN VENTURA FROM 0.1 MILE WEST OF TELEPHONE RD UNDERCROSSING TO VENTURA AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/01/2025) |
Sample Information
| Sample Taken Date | 10/11/2025 | 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 | 10/12/2025 |
| Sample type | Acceptance | A brief description of the sample | ISR-RSC Beams |
| The quantity of what the sample constitutes | 200 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Kris | Last name of sampler or witnessed by | Lopez |
| Title of sampler | RMA QC | Telephone number of sampler | |
| Laboratory sample identification | 25-3284 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Short Load Concrete | Transportation Laboratory (TL) Number | |
| 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 | CTS-65-EHI |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | NA | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Discharge from concrete truck into 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: 2025-10-11-4
DIME Test ID: 2025-10-11-4-1
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: 2025-10-15
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: Michelangelo Sese
Date of test: 10/14/2025
Identification number: Set #1
Width of specimen: 5.9375 inch
Width of specimen 2: 6 inch
Width of specimen 3: 6.125 inch
Depth of specimen: 6 inch
Depth of specimen 2: 6.0625 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: 7055 lb
Maximum load applied 2: 7760 lb
Maximum load applied 3: 7425 lb
Curing history and apparent moisture condition of the specimen: Yes
If specimen was capped, ground or if leather shims were used: NA
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: 620 psi
Modulus of rupture 2: 670 psi
Modulus of rupture 3: 640 psi
Modulus of rupture average: 640 psi
General comments (publicly viewable) (Max 1000 characters): NB US-101
Main St. & Seaward Ave.
Test was verified on 10/15/2025 ✔