Test 2017-01-17-1-2 (ASTM C109-11) Summary

Project Information
Project IdentifiersProject ID: 88888
DEA: STOCK
EFIS: STOCK
DIST-CO-RTE-PM59---
Work DescriptionSpecial project for SMTL stock material. Object Code: 1025. J2 DEA: 912680.
Location DescriptionNot set
Sample Information
Sample Taken Date1/17/2017 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 testing1/17/2017
Sample typeAnnual Source Testing A brief description of the sampleCement Type I/II
The quantity of what the sample constitutes1 From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of samplerUnknown Laboratory sample identificationCM179001
The fabricator/manufacturer/facility nameNevada Cement Transportation Laboratory (TL) NumberControl
Inspector Lot Number from the Transportation Laboratory (TL) FormControl Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeCementitious BrandNevada
MillFernley Type of Cementitious MaterialType II Cement
Test Details
DIME Sample ID: 2017-01-17-1
DIME Test ID: 2017-01-17-1-2
Testing Lab: CT HQ - Sacramento Cement Testing Laboratory
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Test Release Date: 2019-03-22
Test Results

Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: TTO
Date of test: 01/24/2017
Age of specimen: 7 days
The amount of flow (In percent): 106 %
The amount of water used (In percent): 48.4 %
Maximum load of 1st specimen (lb): 15040 lb
Maximum load of 2nd specimen (lb): 17130 lbf
Maximum load of 3rd specimen (lb): 15293 lbf
Cross sectional area loaded of 1st specimen (sq. inch): 4 in^2
Cross sectional area loaded of 2nd specimen (sq. inch): 4 in^2
Cross sectional area loaded of 3rd specimen (sq. inch): 4 in^2
Compressive strength of 1st specimen (psi): 3760 psi
Compressive strength of 2nd specimen (psi): 4283 psi
Compressive strength of 3rd specimen (psi): 3823 psi
Average Compressive strength (to nearest 10 psi): 3960 psi
General comments (publicly viewable) (Max 1000 characters): 7 Day Break Fly Ash Control
Test Graph
Source: Partner Data Point File
Test graph for Specimen 2 of 3

Source: Partner Data Point File
Test graph for Specimen 3 of 3

Test was verified on 03/22/2019