Summary for Test 2016-05-17-7-3

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 7613
DEA: 071218W4
EFIS: 0700021119
DIST-CO-RTE-PM07-LA-5-29.4/31.6
Award Date11/29/2012
Closeout DateNot set
Work DescriptionREALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS.
Location DescriptionLOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING
QA Service Level1 (Verified on 10/08/2012)

Sample Information

Sample Taken Date05/17/2016 Sample Unique Key7
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 testing05/19/2016
Sample typeQuality Control A brief description of the sample6X12
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byHUNG Last name of sampler or witnessed byNGO
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identification889-B3 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNATIONAL READY MIX Transportation Laboratory (TL) Number0517B3
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierBUENA VISTA BRIDGE
Structure nameFRAME 1 BR DECK

Material Information

Material TypeConcrete The concrete mix design numberS72057
The truck number from where the sample was collected494 The batch plant ticket number from where the sample was collected96341
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedSHUTE Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-05-17-7
DIME Test ID: 2016-05-17-7-3
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-06-28

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: 06/28/2016
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: 143150 lb
Maximum load on cylinder 2: 140000 lb
Type of fracture pattern of cylinder 1: 2
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: 42 days
Age of specimen in hours: no data
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: 5045.8 psi
Compressive strength of cylinder 2: 4934.8 psi
Compressive strength (to nearest 10 psi):4990 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/28/2016