Test 2018-06-11-1-2 (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 Date6/11/2018 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 testing6/11/2018
Sample typeAnnual Source Testing A brief description of the sampleNavajo Flyash
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 identificationCM185816
The fabricator/manufacturer/facility nameBoral Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeCementitious BrandBoral
MillNavajo Type of Cementitious MaterialClass F or N Flyash
Test Details
DIME Sample ID: 2018-06-11-1
DIME Test ID: 2018-06-11-1-2
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: 2019-01-29
Test Results

Will control cubes be used per ASTM C311?: yes
Input Type: Measured
Tester's full name: SD
Date of test: 09/25/2018
Age of specimen: 77 days
The amount of flow (In percent): 114 %
The amount of water used (In percent): 46 %
Maximum load of 1st specimen (lb): 15859 lb
Maximum load of 2nd specimen (lb): 13000 lb
Maximum load of 3rd specimen (lb): 15581 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
Average Compressive strength (to nearest 10 psi) control group: 3870 psi
Compressive strength of 1st specimen (psi): 3965 psi
Compressive strength of 2nd specimen (psi): 3250 psi
Compressive strength of 3rd specimen (psi): 3895 psi
Average Compressive strength (to nearest 10 psi): 3700 psi
Strength Activity Index of Portland Cement per ASTM C311:96
General comments (publicly viewable) (Max 1000 characters): 7 Day Break -- Specimen 2 break was outside allowable range. Correct final result is 3930 PSI. SAI is 102%
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 01/22/2019