Summary for Test 2016-09-07-1-2

Test performed: ASTM C39-10

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 Date07/31/2023
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 Date09/07/2016 Sample Unique Key1
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 testing09/09/2016
Sample typeQuality Assurance A brief description of the sample6x12
The quantity of what the sample constitutes8 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 identification889-09F Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNATIONAL READY MIX Transportation Laboratory (TL) Number2016-09F
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierRW 1613
Structure nameBURBANK WESTERN CHANNEL PRECAST PRESTESSED DECK PANELS GROUP 12

Material Information

Material TypeConcrete The concrete mix design numberS72035
The truck number from where the sample was collected394 The batch plant ticket number from where the sample was collected201026
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedCHUTE Where the material sample would have been placed if not sampledBURBANK WESTERN CHANNEL PRECAST PRESTESSED DECK PANELS GROUP 12
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-09-07-1
DIME Test ID: 2016-09-07-1-2
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: 2016-10-05

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: 09/10/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 77120 lb
Maximum load on cylinder 2: 76410 lb
Type of fracture pattern of cylinder 1: 2
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: 3 days
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength of cylinder 1: 2736.7 psi
Compressive strength of cylinder 2: 2675.4 psi
Compressive strength (to nearest 10 psi): 2710 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/5/2016