Test 2019-01-14-3-3 (ASTM C109-11) Summary

Project Information
Project IdentifiersProject ID: 8801
DEA: AML-CEM
EFIS: AML-CEM
DIST-CO-RTE-PM59---
Work DescriptionSpecial project for Cementitious Materials for use in Concrete Authorized Material List (AML)
Location DescriptionNot set
Sample Information
Sample Taken Date1/14/2019 Sample Unique Key3
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 testing1/14/2019
Sample typeAnnual Source Testing A brief description of the sampleSundance 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 Laboratory sample identificationCM195904
The fabricator/manufacturer/facility nameLaFarge Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeCementitious BrandLaFarge
MillSundance Type of Cementitious MaterialClass F or N Flyash
Test Details
DIME Sample ID: 2019-01-14-3
DIME Test ID: 2019-01-14-3-3
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: 2021-01-08
Test Results

Will control cubes be used per ASTM C311?: yes
Input Type: Measured
Tester's full name: SD
Date of test: 06/04/2019
Age of specimen: 28 days
The amount of flow (In percent): 111 %
The amount of water used (In percent): 46.8 %
Maximum load of 1st specimen (lb): 19845 lb
Maximum load of 2nd specimen (lb): 19789 lb
Maximum load of 3rd specimen (lb): 20219 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: 5400 psi
Compressive strength of 1st specimen (psi): 4961 psi
Compressive strength of 2nd specimen (psi): 4947 psi
Compressive strength of 3rd specimen (psi): 5055 psi
Average Compressive strength (to nearest 10 psi): 4990 psi
Strength Activity Index of Portland Cement per ASTM C311:92
General comments (publicly viewable) (Max 1000 characters): 28 Day Break 12:10
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 01/08/2021