Summary for Test 2024-01-30-8-1
Test performed: CTM 523-May 2020Project Information
| Project Identifiers | Project ID: 215348 DEA: 060U4204 EFIS: 0616000004 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-99-R4.9/11.6 |
| Award Date | 02/25/2021 |
| Closeout Date | 12/02/2025 |
| Work Description | CONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION. |
| Location Description | FRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/07/2020) |
Sample Information
| Sample Taken Date | 01/30/2024 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/01/2024 | Sample type | Quality Assurance |
| A brief description of the sample | PCC Beams | The quantity of what the sample constitutes | 0-1000yd3 Produced for shift |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Noah |
| Last name of sampler or witnessed by | Hunt | Title of sampler | Senior Materials Tester |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Security Paving Portable Plant Fowler | |
| 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 | G322PCC291 |
|---|---|---|---|
| The truck number from where the sample was collected | 22 | The batch plant ticket number from where the sample was collected | 301924 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | From Loader Bucket at Portable Batch Plant | 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: 2024-01-30-8
DIME Test ID: 2024-01-30-8-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2024-02-12
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: 02/12/2024
Identification number: Set 1
Width of specimen: 6.0 inch
Width of specimen 2: 6.0 inch
Width of specimen 3: 6.1 inch
Depth of specimen: 6.1 inch
Depth of specimen 2: 6.1 inch
Depth of specimen 3: 6.1 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 6600 lb
Maximum load applied 2: 6600 lb
Maximum load applied 3: 6600 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: 13 days
Age of specimen in hours: 0 hours
Modulus of rupture: 540 psi
Modulus of rupture 2: 545 psi
Modulus of rupture 3: 535 psi
Modulus of rupture average: 540 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/12/2024 ✔