Summary for Test 2024-06-13-1-3
Test performed: CTM 523-May 2020Project Information
| Project Identifiers | Project ID: 994109 DEA: 060W1704 EFIS: 0617000103 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-41-R27.4/R28.5 |
| Award Date | 11/08/2022 |
| Closeout Date | Not set |
| Work Description | REMOVE AC PAVEMENT, WIDEN TRAVEL WAY, AND CONSTRUCT RETAINING WALL. |
| Location Description | FRESNO COUNTY IN FRESNO FROM 0.1 MILE SOUTH OF ASHLAN AVENUE OVERCROSSING TO SHAW AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 07/13/2022) |
Sample Information
| Sample Taken Date | 06/13/2024 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 06/13/2024 |
| Sample type | Acceptance | A brief description of the sample | Concrete beams |
| The quantity of what the sample constitutes | 0-1000 Cy @ 19 Cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Tomas | Last name of sampler or witnessed by | Silva |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | RNR Construction | 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 | 1358173 | |
| Concrete batch plant | Builders Sanger | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | STA : 1481+60-1481+78 | 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: 2024-06-13-1
DIME Test ID: 2024-06-13-1-3
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2024-07-13
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: 07/13/2024
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: 6.1 inch
Depth of specimen 2: 6.0 inch
Depth of specimen 3: 6.0 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 8400 lb
Maximum load applied 2: 7600 lb
Maximum load applied 3: 8800 lb
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: none
Age of specimen: 30 days
Age of specimen in hours: 0 hours
Modulus of rupture: 675 psi
Modulus of rupture 2: 635 psi
Modulus of rupture 3: 735 psi
Modulus of rupture average: 680 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/13/2024 ✔