Summary for Test 2017-03-02-1-3

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 Date03/02/2017 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 testing03/02/2017
Sample typeAnnual Source Testing A brief description of the samplecement
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 Telephone number of samplerUnknown
Laboratory sample identificationCM179004 Fly Ash Control Linked DIME Sample IDUnknown
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
MillFernley Type of Cementitious MaterialType II Cement

Test Details

DIME Sample ID: 2017-03-02-1
DIME Test ID: 2017-03-02-1-3
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: 03/30/2017
Age of specimen: 28 days
The amount of flow (In percent): 112 %
The amount of water used (In percent): 48.4 %
Maximum load of 1st specimen (lb): 18627 lb
Maximum load of 2nd specimen (lb): 20088 lb
Maximum load of 3rd specimen (lb): 18757 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): 4657 psi
Compressive strength of 2nd specimen (psi): 5022 psi
Compressive strength of 3rd specimen (psi): 4689 psi
Average Compressive strength (to nearest 10 psi): 4790 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 3/22/2019