Summary for Test 2026-03-20-49-4
Test performed: CTM 523-May 2020Project Information
| Project Identifiers | Project ID: 1000259 DEA: 050N74V4 EFIS: 0522000043 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-9.2/9.7 |
| Award Date | 02/08/2024 |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | FOR CONSTRUCTION ON STATE HIGHWAY IN SANTA BARBARA COUNTY AT MONTECITO FROM 0.2 MILE NORTH OF SHEFFIELD DRIVE UNDERCROSSING TO 0.3 MILE SOUTH OF SAN YSIDRO ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 04/15/2024) |
Sample Information
| Sample Taken Date | 03/20/2026 | Sample Unique Key | 49 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/20/2026 | Sample type | Quality Assurance |
| A brief description of the sample | Concrete Test Samples | The quantity of what the sample constitutes | 60 cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Eduardo |
| Last name of sampler or witnessed by | Gomez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Padaro Plant | |
| 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 | 386 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 18676 | |
| 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: 2026-03-20-49
DIME Test ID: 2026-03-20-49-4
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2026-09-09
Test Results
Number of specimens: 2
Unit system used?: US Units
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
Is a beam dimensional correction factor used?: No
Input Type: Measured
Tester's full name: Michael Bennett
Date of test: 04/02/2026
Identification number: 0
Width of specimen: 6.0 inch
Width of specimen 2: 6.0 inch
Depth of specimen: 6.1 inch
Depth of specimen 2: 6.1 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Maximum load applied: 6000 lb
Maximum load applied 2: 6720 lb
Curing history and apparent moisture condition of the specimen: water bath
If specimen was capped, ground or if leather shims were used: leather shims
Defects in specimen: 0
Age of specimen: 13 days
Age of specimen in hours: 0 hours
Modulus of rupture: 495 psi
Modulus of rupture 2: 555 psi
Modulus of rupture average: 525 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/9/2026 ✔