Summary for Test 2017-11-27-2-3

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 Date11/27/2017 Sample Unique Key2
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 testing11/27/2017
Sample typeAnnual Source Testing A brief description of the sampleFly Ash Class F
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 Telephone number of samplerUnknown
Laboratory sample identificationCM175764 Linked DIME Sample IDUnknown
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: 2017-11-27-2
DIME Test ID: 2017-11-27-2-3
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: 2019-01-18

Test Results


Will control cubes be used per ASTM C311?: yes
Input Type: Measured
Tester's full name: TTO
Date of test: 01/03/2018
Age of specimen: 28 days
The amount of flow (In percent): no data
The amount of water used (In percent): 46 %
Maximum load of 1st specimen (lb): 20036 lb
Maximum load of 2nd specimen (lb): 20923 lb
Maximum load of 3rd specimen (lb): 20429 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: 5061 psi
Compressive strength of 1st specimen (psi): 5009 psi
Compressive strength of 2nd specimen (psi): 5231 psi
Compressive strength of 3rd specimen (psi): 5107 psi
Average Compressive strength (to nearest 10 psi): 5120 psi
Strength Activity Index of Portland Cement per ASTM C311:101
General comments (publicly viewable) (Max 1000 characters): 28 Day Break Fly Ash
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 1/18/2019