Test 2015-12-31-1-1 (ASTM C39-17a) 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 Date12/31/2015 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 testing1/6/2016
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 byHAROLD Last name of sampler or witnessed byFRENCH
Title of samplerASR Laboratory sample identification889-S1
The fabricator/manufacturer/facility nameNATIONAL READY Transportation Laboratory (TL) Number1231S1
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierFOTTING RW 1595
Structure nameRW 1613 FTG SET 1
Material Information
Material TypeConcrete The concrete mix design numberS62578
The truck number from where the sample was collected494 The batch plant ticket number from where the sample was collected190283
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: 2015-12-31-1
DIME Test ID: 2015-12-31-1-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-01-07
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: 01/07/2016
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: 57460 lb
Maximum load on cylinder 2: 55640 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: 7 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: 2039.0 psi
Compressive strength of cylinder 2: 1974.4 psi
Compressive strength (to nearest 10 psi):2010 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 01/07/2016