Summary for Test 2025-01-06-15-2
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 | 01/06/2025 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 01/06/2025 |
| Sample type | Acceptance | A brief description of the sample | 9 Cement Beams |
| The quantity of what the sample constitutes | 450 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 | 1307685 | |
| 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2025-01-06-15
DIME Test ID: 2025-01-06-15-2
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2025-02-04
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: 02/03/2025
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: 9410 lb
Maximum load applied 2: 10000 lb
Maximum load applied 3: 9500 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: 745 psi
Modulus of rupture 2: 795 psi
Modulus of rupture 3: 755 psi
Modulus of rupture average: 765 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/4/2025 ✔