Summary for Test 2024-04-07-14-2
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 | 04/07/2024 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 04/09/2024 |
| Sample type | Quality Assurance | A brief description of the sample | PCC Flexural Strength 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 | 15 | The batch plant ticket number from where the sample was collected | 282860 |
| Concrete batch plant | Security Paving Portable Plant Fowler | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | Loader Bucket at Security Paving Plant | Where the material sample would have been placed if not sampled | S/B Hwy 99 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-04-07-14
DIME Test ID: 2024-04-07-14-2
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Test Release Date: 2024-05-07
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: 05/07/2024
Identification number: Set 1
Width of specimen: 6.0 inch
Width of specimen 2: 6.1 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: 8200 lb
Maximum load applied 2: 8400 lb
Maximum load applied 3: 7800 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: 660 psi
Modulus of rupture 2: 670 psi
Modulus of rupture 3: 625 psi
Modulus of rupture average: 650 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/7/2024 ✔