Summary for Test 2025-01-03-12-2
Test performed: CTM 523-May 2020Project Information
| Project Identifiers | Project ID: 993141 DEA: 060V1204 EFIS: 0616000207 |
|---|---|
| DIST-CO-RTE-PM | 06-MAD-99-R6.9/R7.6 |
| Award Date | 06/22/2022 |
| Closeout Date | 12/02/2025 |
| Work Description | Cottonwood Creek Bridge Replacement - REPLACE BRIDGES AND CONSTRUCT RETAINING WALLS. |
| Location Description | MADERA COUNTY NEAR MADERA FROM 0.4 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO 0.1 MILE NORTH OF AVENUE 12 OVERCROSSING |
| QA Service Level | 1 (Verified on 07/28/2021) |
Sample Information
| Sample Taken Date | 01/03/2025 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/05/2025 | Sample type | Acceptance |
| A brief description of the sample | 9 Cement Beams | The quantity of what the sample constitutes | 400 CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jonathon |
| Last name of sampler or witnessed by | Chaney | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Builders Ashlan | |
| 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 | ND15518c |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 1307642 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | from Cement Truck | 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: 2025-01-03-12
DIME Test ID: 2025-01-03-12-2
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2025-02-03
Test Results
Number of specimens: 3
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: Tomas Silva
Date of test: 01/31/2025
Identification number: Set 1
Width of specimen: 6.0 inch
Width of specimen 2: 6.0 inch
Width of specimen 3: 6.0 inch
Depth of specimen: 6.2 inch
Depth of specimen 2: 6.2 inch
Depth of specimen 3: 6.2 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 8870 lb
Maximum load applied 2: 9230 lb
Maximum load applied 3: 9040 lb
Curing history and apparent moisture condition of the specimen: 0
If specimen was capped, ground or if leather shims were used: 0
Defects in specimen: 0
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Modulus of rupture: 705 psi
Modulus of rupture 2: 730 psi
Modulus of rupture 3: 715 psi
Modulus of rupture average: 715 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/3/2025 ✔