Test 2014-10-01-9-1 (ASTM C231-10) Summary

Project Information
Project IdentifiersProject ID: 209175
DEA: 030F2204
EFIS: 0300000072
DIST-CO-RTE-PM03-ED-50-R30.7/R31.7
Work DescriptionREPLACE BRIDGE.
Location DescriptionSLY PARK UNDERCROSSING
Sample Information
Sample Taken Date10/1/2014 Sample Unique Key9
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testingNot set
Sample typeVerification A brief description of the sampledischarge in wheelbarrow
The quantity of what the sample constitutesdischarge in wheelbarrow From where was the sample collectedOther
First name of sampler or witnessed byBrandon Last name of sampler or witnessed byMiller
Title of samplerStructure Representative Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameJobsite Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier25 0042
Structure nameSly Park Rd UC
Material Information
Material TypeConcrete The concrete mix design numberSF850AFST0
The truck number from where the sample was collected11 The batch plant ticket number from where the sample was collected1050675
Concrete batch plant1B The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedDischarge from concrete truck into wheelbarrow Where the material sample would have been placed if not sampledNot set
From Lot No.Not set Bag Lot No.Not set
Test Details
DIME Sample ID: 2014-10-01-9
DIME Test ID: 2014-10-01-9-1
Testing Lab: CT D03 - Sacramento Structures Construction Sanders Construction Field Laboratory Office
Test Method: ASTM C231-10: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Test Release Date: 2014-10-15
Test Results

Is wet sieving required?: No
Input Type: Measured
Tester's full name: Brandon Miller
Date of test: 10/01/2014
Apparent air content: 4.4 %
Aggregate correction factor: 0
Air content:4.4 %
General comments (publicly viewable) (Max 250 characters):

Test was verified on 10/15/2014