Test 2014-02-20-11554419-6 (ASTM C39-10) Summary

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Project Information
Project IdentifiersProject ID: 8127
DEA: 080N5904
EFIS: 0800000533
DIST-CO-RTE-PM08-SBD-40-R85.2
Work DescriptionCONSTRUCT PC/PS BULB-TEE GIRDER BRIDGE
Location DescriptionSAN BERNARDINO COUNTY NEAR ESSEX AT VAN WINKLE WASH BRIDGE
Sample Information
Sample Taken Date2/20/2014 Sample Unique Key11554419
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 testing2/21/2014
Sample typeQuality Control A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes4 cylinders From where was the sample collectedSource
First name of sampler or witnessed byJames Last name of sampler or witnessed bySanchez
Title of samplerField Technician Laboratory sample identificationNot set
The fabricator/manufacturer/facility nameHigh Grade Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeConcrete The concrete mix design numberSITI72SK
The truck number from where the sample was collected160 The batch plant ticket number from where the sample was collected813872
Concrete batch plantNot set The fabricator/manufacturer designation for the sampleNot set
A detailed description of where the material sample was collectedconcrete truck 160 Where the material sample would have been placed if not sampledDeck Pour at 65-ft from East End of Bridge
From Lot No.Not set Bag Lot No.Not set
Test Details
DIME Sample ID: 2014-02-20-11554419
DIME Test ID: 2014-02-20-11554419-6
Testing Lab: SCST, LLC.
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-03-27
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Chris Castaneda
Date of test: 03/20/2014
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: 171755 lb
Maximum load on cylinder 2: 168170 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:no data
Cross sectional area of cylinder 2:no data
Compressive strength (to nearest 10 psi):6020 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/27/2014