Summary for Test 2015-07-31-10-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 7613 DEA: 071218W4 EFIS: 0700021119 |
---|---|
DIST-CO-RTE-PM | 07-LA-5-29.4/31.6 |
Award Date | 11/29/2012 |
Closeout Date | 07/31/2023 |
Work Description | REALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS. |
Location Description | LOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING |
QA Service Level | 1 (Verified on 10/08/2012) |
Sample Information
Sample Taken Date | 07/31/2015 | Sample Unique Key | 10 |
---|---|---|---|
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 | HUNG | Last name of sampler or witnessed by | NGO |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | 889-31 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | JOB | Transportation Laboratory (TL) Number | 150731 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | BURBANK WESTERN CHANNEL |
Structure name | FROM BEG CHANNEL COVER TO PILE 10 |
Material Information
Material Type | Concrete | The concrete mix design number | S62578 |
---|---|---|---|
The truck number from where the sample was collected | 346 | The batch plant ticket number from where the sample was collected | 183180 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | SHUTE | 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: 2015-07-31-10
DIME Test ID: 2015-07-31-10-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-08-28
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: 08/28/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 108800 lb
Maximum load on cylinder 2: 110320 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: no data
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 3873.3 psi
Compressive strength of cylinder 2: 3927.4 psi
Compressive strength (to nearest 10 psi): 3900 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/28/2015 ✔