Test 2017-02-06-1-2 (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 Date2/6/2017 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 testing2/6/2017
Sample typeAnnual Source Testing A brief description of the sampletype I/II
The quantity of what the sample constitutes6 cubes From where was the sample collectedOther
First name of sampler or witnessed byTim Last name of sampler or witnessed byOMalley
Title of samplerTET Laboratory sample identificationCM179003 Fly Ash Control
The fabricator/manufacturer/facility nameNevada Cement Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeCementitious BrandNevada Cement
MillFernley Type of Cementitious MaterialClass F or N Flyash
Test Details
DIME Sample ID: 2017-02-06-1
DIME Test ID: 2017-02-06-1-2
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: SD
Date of test: 02/13/2017
Age of specimen: 6 days
The amount of flow (In percent): no data
The amount of water used (In percent): no data
Maximum load of 1st specimen (lb): 15442 lbf
Maximum load of 2nd specimen (lb): 15839 lbf
Maximum load of 3rd specimen (lb): 16158 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): 3861 psi
Compressive strength of 2nd specimen (psi): 3960 psi
Compressive strength of 3rd specimen (psi): 4040 psi
Average Compressive strength (to nearest 10 psi): 3950 psi
General comments (publicly viewable) (Max 1000 characters): 7 Day Break
Test Graph
Source: Partner Data Point File
Test graph for Specimen 1 of 3

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