Summary for Test 2021-06-03-9-1
Test performed: ASTM C39-18Project Information
Project Identifiers | Project ID: 214524 DEA: 07304504 EFIS: 0714000067 |
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DIST-CO-RTE-PM | 07-LA-57-R0.0/R4.5 |
Award Date | 06/11/2020 |
Closeout Date | Not set |
Work Description | CONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK. |
Location Description | LOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION |
QA Service Level | 1 (Verified on 08/12/2020) |
Sample Information
Sample Taken Date | 06/03/2021 | Sample Unique Key | 9 |
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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 | 06/04/2021 |
Sample type | Quality Assurance | A brief description of the sample | concrete cylinders |
The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Nelson | Last name of sampler or witnessed by | Pereira |
Title of sampler | Assistant Structure Representative | Telephone number of sampler | |
Laboratory sample identification | 1027-63 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Griffiti company | Transportation Laboratory (TL) Number | 1806867 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | SC675B38 |
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The truck number from where the sample was collected | 1666 | The batch plant ticket number from where the sample was collected | 1 |
Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
A detailed description of where the material sample was collected | Footing location 3 between sta -138 63 to 139 96.89 pour | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2021-06-03-9
DIME Test ID: 2021-06-03-9-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-06-10
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bahman Baghai
Date of test: 06/10/2021
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 86155 lb
Maximum load on cylinder 2: 88175 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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
Age of specimen: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 3036.8 psi
Compressive strength of cylinder 2: 3108.0 psi
Compressive strength (to nearest 10 psi): 3070 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/10/2021 ✔