Summary for Test 2015-08-06-5-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 209920 DEA: 072W5404 EFIS: 0713000206 |
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DIST-CO-RTE-PM | 07-KER-5725- |
Award Date | 12/22/2014 |
Closeout Date | 05/06/2016 |
Work Description | CONSTRUCT WASH BUILDING FACILITY. |
Location Description | KERN COUNTY IN LEBEC AT THE LEBEC MAINTENANCE STATION AT 1586 LEBEC SERVICE ROAD |
QA Service Level | 1 (Verified on 12/29/2014) |
Sample Information
Sample Taken Date | 08/06/2015 | Sample Unique Key | 5 |
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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 | 08/11/2015 |
Sample type | Quality Control | A brief description of the sample | 6X12 |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | PRATHEEP | Last name of sampler or witnessed by | PIRATHEEPAN |
Title of sampler | SR | Telephone number of sampler | Unknown |
Laboratory sample identification | 917-4-1 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | JOB | Transportation Laboratory (TL) Number | 2W5404 1 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 1586 LEBEC SERVICE RD LEBEC CA |
Structure name | BUILDING FOOTING |
Material Information
Material Type | Concrete | The concrete mix design number | RD-CLASS2 |
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The truck number from where the sample was collected | A108 | The batch plant ticket number from where the sample was collected | 21624 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | CHUTE | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
DIME Sample ID: 2015-08-06-5
DIME Test ID: 2015-08-06-5-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-09-03
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 09/03/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 112480 lb
Maximum load on cylinder 2: 111820 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 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: no data
Age of specimen: 28 days
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: 3964.8 psi
Compressive strength of cylinder 2: 3941.5 psi
Compressive strength (to nearest 10 psi): 3950 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/3/2015 ✔