Summary for Test 2023-07-30-7-1
Test performed: ASTM C78-18Project Information
Project Identifiers | Project ID: 215348 DEA: 060U4204 EFIS: 0616000004 |
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DIST-CO-RTE-PM | 06-FRE-99-R4.9/11.6 |
Award Date | 02/25/2021 |
Closeout Date | Not set |
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 | 07/30/2023 | Sample Unique Key | 7 |
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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 | 08/07/2023 |
Sample type | Verification | A brief description of the sample | Field cure CRCP |
The quantity of what the sample constitutes | 1000 CY | From where was the sample collected | Manufacturer |
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 | Security manning plant | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | G3-22-PCC-291 |
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The truck number from where the sample was collected | LD 50 | The batch plant ticket number from where the sample was collected | 2046 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow. | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-07-30-7
DIME Test ID: 2023-07-30-7-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: ASTM C78-18: Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading)
Test Release Date: 2023-08-08
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: Allen Oliver
Date of test: 08/08/2023
Identification number: Set #1
Width of specimen: 6.05 inch
Width of specimen 2: 6.00 inch
Width of specimen 3: 6.00 inch
Depth of specimen: 6.05 inch
Depth of specimen 2: 6.05 inch
Depth of specimen 3: 6.05 inch
Span length of specimen: 18 inch
Span length of specimen 2: 18 inch
Span length of specimen 3: 18 inch
Maximum load applied: 7200 lb
Maximum load applied 2: 7000 lb
Maximum load applied 3: 7800 lb
Curing history and apparent moisture condition of the specimen: Damp
If specimen was capped, ground or if leather shims were used: Leather Shims
Defects in specimen: None
Age of specimen: 9 days
Age of specimen in hours: 0 hours
Modulus of rupture: 585 psi
Modulus of rupture 2: 575 psi
Modulus of rupture 3: 640 psi
Modulus of rupture average: 600 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/8/2023 ✔