Test 2014-09-22-1-2 (ASTM C39-10) Summary

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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 Date9/22/2014 Sample Unique Key1
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 testing7/22/2014
Sample typeQuality Control A brief description of the sampleBackwall 2 Concrete
The quantity of what the sample constitutes6 cylinders From where was the sample collectedSource
First name of sampler or witnessed byAndrew Last name of sampler or witnessed bySantos
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameFolsom Ready Mix Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design numberSF718AFST0
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected1046626
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedFolsom Ready Mix Stockpile 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: 2014-09-22-1
DIME Test ID: 2014-09-22-1-2
Testing Lab: Viking Construction Company, Inc. - Rancho Cordova
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2014-09-17
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Andrew Santos
Date of test: 08/19/2014
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: 165530 lb
Maximum load on cylinder 2: 160040 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: 28 days
Cross sectional area of cylinder 1:28.37 in^2
Cross sectional area of cylinder 2:28.37 in^2
Compressive strength (to nearest 10 psi):5700 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/17/2014