Summary for Test 2018-02-26-1-2

Test performed: ASTM C109-11

Project Information

Project IdentifiersProject ID: 88888
DEA: STOCK
EFIS: STOCK
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for SMTL stock material. Object Code: 1025. J2 DEA: 912680.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date02/26/2018 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 testing02/26/2018
Sample typeControl Sample A brief description of the sampleControl for Slag
The quantity of what the sample constitutes6 cubes From where was the sample collectedOther
First name of sampler or witnessed byBen Last name of sampler or witnessed byLenz
Title of samplerMREA Telephone number of samplerUnknown
Laboratory sample identificationCM189003 Linked DIME Sample IDUnknown
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 MaterialType II Cement

Test Details

DIME Sample ID: 2018-02-26-1
DIME Test ID: 2018-02-26-1-2
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: 2018-03-26

Test Results


Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: BL
Date of test: 03/26/2018
Age of specimen: 21 days
The amount of flow (In percent): no data
The amount of water used (In percent): no data
Maximum load of 1st specimen (lb): 18476 lbf
Maximum load of 2nd specimen (lb): 18362 lbf
Maximum load of 3rd specimen (lb): 17178 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): 4619 psi
Compressive strength of 2nd specimen (psi): 4591 psi
Compressive strength of 3rd specimen (psi): 4295 psi
Average Compressive strength (to nearest 10 psi): 4500 psi
General comments (publicly viewable) (Max 1000 characters): 28 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 3/26/2018