Summary for Test 2025-04-30-46-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 1001165 DEA: 061H6304 EFIS: 0625000097 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-6-43.95 |
| Award Date | 02/03/2025 |
| Closeout Date | 07/11/2025 |
| Work Description | The scope of work will include culvert replacement, pavement repair, traffic control, and pavement delineation. |
| Location Description | Fresno County, Rout I-5 at PM 43.95. |
| QA Service Level | 1 (Verified on 04/11/2025) |
Sample Information
| Sample Taken Date | 04/30/2025 | Sample Unique Key | 46 |
|---|---|---|---|
| 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 | 04/30/2025 |
| Sample type | Acceptance | A brief description of the sample | Cement Beams |
| The quantity of what the sample constitutes | 30 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 | 5592309471 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Teichert | 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 | 2010-007 |
|---|---|---|---|
| The truck number from where the sample was collected | 114 | The batch plant ticket number from where the sample was collected | production report |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | back of concrete 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: 2025-04-30-46
DIME Test ID: 2025-04-30-46-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete
Test Release Date: 2025-05-07
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?: Yes
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 05/03/2025
Identification number: Set 1
Width of specimen: 6 inch
Width of specimen 2: 6 inch
Width of specimen 3: 6 inch
Depth of specimen: 6.125 inch
Depth of specimen 2: 6.125 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: 7120 lb
Maximum load applied 2: 7790 lb
Maximum load applied 3: 7620 lb
Correction Factor: 1
Correction Factor 2: 1
Correction Factor 3: 1
Curing history and apparent moisture condition of the specimen: moist
If specimen was capped, ground or if leather shims were used: leather shims
Defects in specimen, including numbers of beams discarded during test: N/A
Age of specimen: 3 days
Age of specimen in hours: no data
Modulus of rupture: 600 psi
Modulus of rupture 2: 650 psi
Modulus of rupture 3: 640 psi
Modulus of rupture average: 630 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/7/2025 ✔