Summary for Test 2016-06-27-9-2

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 210543
DEA: 07276004
EFIS: 0712000100
DIST-CO-RTE-PM07-VEN-101-14.1/21.1
Award Date09/01/2015
Closeout Date08/15/2018
Work DescriptionBUILD TREATMENT BMP AND MVP.
Location DescriptionVENTURA COUNTY IN CAMARILLO AND OXNARD AT VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OF CARMAN DRIVE OVERCROSSING TO ROSE AVENUE OVERCROSSING
QA Service Level1 (Verified on 10/15/2015)

Sample Information

Sample Taken Date06/27/2016 Sample Unique Key9
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 testing06/30/2016
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes6 From where was the sample collectedSource
First name of sampler or witnessed byPDR Last name of sampler or witnessed byNOT PROVIDED
Title of samplerSR Telephone number of samplerUnknown
Laboratory sample identification935-21 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameASSOCIATE READY MIX Transportation Laboratory (TL) Number106621
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design number557237
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 sampleUnknown
A detailed description of where the material sample was collectedTM Where the material sample would have been placed if not sampledFOOTING STEPS 1 TO 7
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-06-27-9
DIME Test ID: 2016-06-27-9-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-07-26

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: 07/25/2016
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: 133260 lb
Maximum load on cylinder 2: 134100 lb
Type of fracture pattern of cylinder 1: 2
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: 28.18 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 4728.9 psi
Compressive strength of cylinder 2: 4758.7 psi
Compressive strength (to nearest 10 psi): 4740 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/26/2016