Summary for Test 2023-06-29-25-1
Test performed: ASTM C39-18Project Information
Project Identifiers | Project ID: 994109 DEA: 060W1704 EFIS: 0617000103 |
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DIST-CO-RTE-PM | 06-FRE-41-R27.4/R28.5 |
Award Date | 11/10/2022 |
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 | 06/29/2023 | Sample Unique Key | 25 |
---|---|---|---|
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 | 07/04/2023 |
Sample type | Quality Assurance | A brief description of the sample | structural concrete |
The quantity of what the sample constitutes | 300CY | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Angelica | Last name of sampler or witnessed by | Zarate |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | SW1 |
Material Information
Material Type | Concrete | The concrete mix design number | ND10531 |
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The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 1338187 | |
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 | Footing |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2023-06-29-25
DIME Test ID: 2023-06-29-25-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-07-07
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 07/06/2023
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 35920 lb
Maximum load on cylinder 2: 35520 lb
Maximum load on cylinder 3: 36620 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 2857.6 psi
Compressive strength of cylinder 2: 2825.8 psi
Compressive strength of cylinder 3: 2913.3 psi
Compressive strength (to nearest 10 psi): 2870 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/7/2023 ✔