Summary for Test 2014-10-18-1-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 209175
DEA: 030F2204
EFIS: 0300000072
DIST-CO-RTE-PM03-ED-50-R30.7/R31.7
Award Date02/25/2014
Closeout Date07/30/2015
Work DescriptionREPLACE BRIDGE.
Location DescriptionSLY PARK UNDERCROSSING
QA Service Level1 (Verified on 11/01/2013)

Sample Information

Sample Taken Date10/18/2014 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 testing10/20/2014
Sample typeVerification A brief description of the sampleconcrete cylinders
The quantity of what the sample constitutes6 From where was the sample collectedOther
First name of sampler or witnessed byBrandon Last name of sampler or witnessed byMiller
Title of samplerStructure Representative Telephone number of sampler916 55 6839
Laboratory sample identificationUnknown Linked DIME Sample ID0
The fabricator/manufacturer/facility namena Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design numberSF718AFSTO
The truck number from where the sample was collectedna The batch plant ticket number from where the sample was collectedna
Concrete batch plantna The fabricator/manufacturer designation for the sampleFolsom
A detailed description of where the material sample was collectedfrom the truck 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: 2014-10-18-1
DIME Test ID: 2014-10-18-1-1
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: 2014-10-24

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 10/24/2014
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: 87660 lb
Maximum load on cylinder 2: 82621 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: 6 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 3089.9 psi
Compressive strength of cylinder 2: 2912.3 psi
Compressive strength (to nearest 10 psi):3000 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/24/2014