Summary for Test 2018-05-31-9-3

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 Date05/31/2018 Sample Unique Key9
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 testing05/31/2018
Sample typeAnnual Source Testing A brief description of the sampleApache Fly Ash
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 identificationCM185814 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
MillApache Type of Cementitious MaterialClass F or N Flyash

Test Details

DIME Sample ID: 2018-05-31-9
DIME Test ID: 2018-05-31-9-3
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: 2019-01-29

Test Results


Will control cubes be used per ASTM C311?: yes
Input Type: Measured
Tester's full name: SD
Date of test: 07/09/2018
Age of specimen: 28 days
The amount of flow (In percent): 123 %
The amount of water used (In percent): 48 %
Maximum load of 1st specimen (lb): 21469 lb
Maximum load of 2nd specimen (lb): 17909 lb
Maximum load of 3rd specimen (lb): 19122 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: 5130 psi
Compressive strength of 1st specimen (psi): 5367 psi
Compressive strength of 2nd specimen (psi): 4477 psi
Compressive strength of 3rd specimen (psi): 4781 psi
Average Compressive strength (to nearest 10 psi): 4880 psi
Strength Activity Index of Portland Cement per ASTM C311:95
General comments (publicly viewable) (Max 1000 characters): 28 Day Break -- Specimen 1 break was outside allowable range. Correct final result is 4630 PSI. SAI is 90%
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 1/22/2019