Summary for Test 2025-05-29-41-1
Test performed: CTM 524-March 2013Project Information
| Project Identifiers | Project ID: 1000911 DEA: 061G7104 EFIS: 0624000158 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-5,33-49.9/55.7,16.8/22.8 |
| Award Date | 03/28/2025 |
| Closeout Date | 12/02/2025 |
| Work Description | PAVEMENT DELINEATION. |
| Location Description | FRESNO COUNTY NEAR COALINGA ON ROUTE 33 FROM PHELPS AVENUE TO 1.6 MILES SOUTH OF ROUTE 198 AND ON ROUTE 5 FROM 1.0 MILE NORTH OF PANOCHE ROAD OVERCROSSING TO 0.2 MILE NORTH OF CALIFORNIA AVE OVERCROSSING |
| QA Service Level | 1 (Verified on 02/11/2025) |
Sample Information
| Sample Taken Date | 05/29/2025 | Sample Unique Key | 41 |
|---|---|---|---|
| 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 | 05/29/2025 |
| Sample type | Acceptance | A brief description of the sample | 3 concrete beams RSC |
| The quantity of what the sample constitutes | 2 cylinders | 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 | Pave Tech | 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 | Wheelbarrow from Chute volumetric 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: 2025-05-29-41
DIME Test ID: 2025-05-29-41-1
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: 2025-06-02
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: 06/02/2025
Identification number: Set 1
Width of specimen: 6.0625 inch
Width of specimen 2: 6.125 inch
Width of specimen 3: 6.0625 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: 9290 lb
Maximum load applied 2: 9080 lb
Maximum load applied 3: 9580 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: 4 days
Age of specimen in hours: no data
Modulus of rupture: 770 psi
Modulus of rupture 2: 750 psi
Modulus of rupture 3: 800 psi
Modulus of rupture average: 770 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/2/2025 ✔