Summary for Test 2016-04-25-4-1

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 Date04/25/2016 Sample Unique Key4
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 testing05/03/2016
Sample typeQuality Control A brief description of the sample6x12
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed bylenin Last name of sampler or witnessed byorozco
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identification889-87 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNATIONAL READY Transportation Laboratory (TL) Number841487
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierRW 1613
Structure nameMSN WALL 1613

Material Information

Material TypeConcrete The concrete mix design numberS62578
The truck number from where the sample was collected437 The batch plant ticket number from where the sample was collected95220
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: 2016-04-25-4
DIME Test ID: 2016-04-25-4-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-05-23

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: 05/23/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 105870 lb
Maximum load on cylinder 2: 107340 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
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: 28.18 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 3756.9 psi
Compressive strength of cylinder 2: 3809.1 psi
Compressive strength (to nearest 10 psi):3780 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/23/2016