Test 2014-10-22-1-5 (ASTM C39-10) 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 Date10/22/2014 Sample Unique Key1
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 sample6x12 concrete cylinders
The quantity of what the sample constitutes6 concrete cylinders 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 numberSF718AFST0
The truck number from where the sample was collected18 The batch plant ticket number from where the sample was collected1051698
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: 2014-10-22-1
DIME Test ID: 2014-10-22-1-5
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-10-27
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Steve Wake
Date of test: 10/27/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.96 in
Average diameter of cylinder 2: 5.96 in
Maximum load on cylinder 1: 88149 lb
Maximum load on cylinder 2: 87760 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: 5 days
Cross sectional area of cylinder 1: 27.9 in^2
Cross sectional area of cylinder 2: 27.9 in^2
Compressive strength of cylinder 1: 3159.5 psi
Compressive strength of cylinder 2: 3145.5 psi
Compressive strength (to nearest 10 psi):3150 psi
General comments (publicly viewable) (Max 250 characters):

Test was verified on 10/27/2014