Test 2016-09-08-5-2 (ASTM C39-10) Summary

Project Information
Project IdentifiersProject ID: 7613
DEA: 071218W4
EFIS: 0700021119
DIST-CO-RTE-PM07-LA-5-29.4/31.6
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
Sample Information
Sample Taken Date9/8/2016 Sample Unique Key5
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 testing9/12/2016
Sample typeQuality Control A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byLenin Last name of sampler or witnessed byOrozco
Title of samplerASR Laboratory sample identification889-1Q
The fabricator/manufacturer/facility nameJobsite Transportation Laboratory (TL) Number889-1Q
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameWall 1505
Material Information
Material TypeConcrete The concrete mix design numberNA
The truck number from where the sample was collected349 The batch plant ticket number from where the sample was collectedAtJobsite
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedDischard fron concrete truck into wheelbarrow. Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-09-08-5
DIME Test ID: 2016-09-08-5-2
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-10-07
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: 10/06/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 104780 lb
Maximum load on cylinder 2: 106040 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: 28 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 3706.4 psi
Compressive strength of cylinder 2: 3751.0 psi
Compressive strength (to nearest 10 psi):3730 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/07/2016