Test 2017-06-19-4-2 (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 Date6/19/2017 Sample Unique Key4
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 testing6/19/2017
Sample typeControl Sample A brief description of the sampleControl
The quantity of what the sample constitutes1 Bucket 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 identificationCM179010
The fabricator/manufacturer/facility nameUnknown 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 Nevada Type of Cementitious MaterialType II Cement
Test Details
DIME Sample ID: 2017-06-19-4
DIME Test ID: 2017-06-19-4-2
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: timothy omalley
Date of test: 06/28/2017
Age of specimen: 7 days
The amount of flow (In percent): 109 %
The amount of water used (In percent): 48.4 %
Maximum load of 1st specimen (lb): 15278 lb
Maximum load of 2nd specimen (lb): 16916 lb
Maximum load of 3rd specimen (lb): 18498 lb
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): 3819.5 psi
Compressive strength of 2nd specimen (psi): 4229 psi
Compressive strength of 3rd specimen (psi): 4624.5 psi
Average Compressive strength (to nearest 10 psi): 4220 psi
General comments (publicly viewable) (Max 1000 characters): 7 day break

Test was verified on 03/22/2019