Summary for Test 2014-08-02-2-5

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 Date08/02/2014 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing08/02/2014 Sample typeQuality Control
A brief description of the sampleBarrier Rail Stage 1 EB Outer Section Either Side of Middle The quantity of what the sample constitutes1 bag
From where was the sample collectedSource First name of sampler or witnessed byAndrew
Last name of sampler or witnessed bySantos Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identificationUnknown
Linked DIME Sample ID0 The fabricator/manufacturer/facility nameFolsom Ready Mix
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifierUnknown Structure nameUnknown
Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design numberSF718AFST0
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collected1047422
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
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: 2014-08-02-2
DIME Test ID: 2014-08-02-2-5
Testing Lab: Viking Construction Company, Incorporated - 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: 1
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Marc Martin
Date of test: 08/09/2014
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Maximum load on cylinder 1: 89380 lb
Type of fracture pattern of cylinder 1: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Age of specimen: 7 days
Compressive strength of cylinder (to nearest 10 psi): 3150 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/17/2014 ✔