Summary for Test 2017-03-01-11-2

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 Date03/01/2017 Sample Unique Key11
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 testing02/27/2017
Sample typeAnnual Source Testing A brief description of the sampleFly Ash
The quantity of what the sample constitutes1 Bucket From where was the sample collectedSource
First name of sampler or witnessed byNA Last name of sampler or witnessed byNA
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationCM175722 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameSRMG Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeCementitious BrandSalt River Materials Group
MillBonanza Type of Cementitious MaterialClass F or N Flyash

Test Details

DIME Sample ID: 2017-03-01-11
DIME Test ID: 2017-03-01-11-2
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: 2018-08-09

Test Results


Will control cubes be used per ASTM C311?: yes
Input Type: Measured
Tester's full name: Benjamin Lenz
Date of test: 04/03/2017
Age of specimen: 28 days
The amount of flow (In percent): 113 %
The amount of water used (In percent): 48.4 %
Maximum load of 1st specimen (lb): 17393 lb
Maximum load of 2nd specimen (lb): 17289 lb
Maximum load of 3rd specimen (lb): 18576 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: 4954
Compressive strength of 1st specimen (psi): 4348.25 psi
Compressive strength of 2nd specimen (psi): 4322.25 psi
Compressive strength of 3rd specimen (psi): 4644 psi
Average Compressive strength (to nearest 10 psi): 4440 psi
Strength Activity Index of Portland Cement per ASTM C311:90
General comments (publicly viewable) (Max 1000 characters): 28 day break

Test was verified on 8/9/2018