Test 2018-05-31-4-2 (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 Date5/31/2018 Sample Unique Key4
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 testing5/31/2018
Sample typeAnnual Source Testing A brief description of the samplePomona 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 identificationCM185819
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
MillPomona CA Type of Cementitious MaterialClass F or N Flyash
Test Details
DIME Sample ID: 2018-05-31-4
DIME Test ID: 2018-05-31-4-2
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: 2019-01-30
Test Results

Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: SD
Date of test: 06/19/2018
Age of specimen: 14 days
The amount of flow (In percent): no data
The amount of water used (In percent): no data
Maximum load of 1st specimen (lb): 14448 lbf
Maximum load of 2nd specimen (lb): 13501 lbf
Maximum load of 3rd specimen (lb): 13873 lbf
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
Compressive strength of 1st specimen (psi): 3612 psi
Compressive strength of 2nd specimen (psi): 3375 psi
Compressive strength of 3rd specimen (psi): 3468 psi
Average Compressive strength (to nearest 10 psi): 3490 psi
General comments (publicly viewable) (Max 1000 characters): 7 Day Break
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 01/30/2019