Test 2016-05-26-8-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 209019
DEA: 071952U4
EFIS: 0700000201
DIST-CO-RTE-PM07-VEN-23,101-3.3/3.8,R0.1/R4.5
Work DescriptionWIDEN FREEWAY AND RAMPS AND RECONSTRUCT MEDIAN.
Location DescriptionVENTURA COUNTY IN THOUSAND OAKS ON ROUTE 101 FROM 0.6 MILE SOUTH OF WESTLAKE BOULEVARD OVERCROSSING TO 0.4 MILE NORTH OF MOORPARK ROAD UNDERCROSSING AND ON ROUTE 23 FROM ROUTE 101 TO 0.1 MILE NORTH OF HILLCREST DRIVE UNDERCROSSING
Sample Information
Sample Taken Date5/26/2016 Sample Unique Key8
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 testing6/1/2016
Sample typeQuality Assurance A brief description of the sampleConcrete Cylinders 6 x 12
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byA Last name of sampler or witnessed byMAGHSOUDHI
Title of samplerASR Laboratory sample identification876-53
The fabricator/manufacturer/facility nameNOT PROVIDED Transportation Laboratory (TL) Number193653
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design numberS72019
The truck number from where the sample was collectedNOT PROVIDED The batch plant ticket number from where the sample was collectedNOT PROVIDED
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleNOT PROVIDED
A detailed description of where the material sample was collectedLOAD 2 Where the material sample would have been placed if not sampledSIGN B SHOULDER PILE
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-05-26-8
DIME Test ID: 2016-05-26-8-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-06-23
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: 06/23/2016
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: 134400 lb
Maximum load on cylinder 2: 137870 lb
Type of fracture pattern of cylinder 1: 1
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: 28 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: 4737.4 psi
Compressive strength of cylinder 2: 4859.7 psi
Compressive strength (to nearest 10 psi):4800 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/23/2016