Summary for Test 2018-10-15-1-3

Test performed: ASTM C109-11

Project Information

Project IdentifiersProject ID: 88888
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for SMTL stock material. Object Code: 1025. J2 DEA: 912680.
Location DescriptionNot set

Sample Information

Sample Taken Date10/15/2018 Sample Unique Key1
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 testing10/15/2018
Sample typeAnnual Source Testing A brief description of the sampleType II Cement
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 identificationCM185834 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameDrake Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeCementitious BrandDrake
MillPaulden Type of Cementitious MaterialType II/V Cement

Test Details

DIME Sample ID: 2018-10-15-1
DIME Test ID: 2018-10-15-1-3
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: 2019-03-26

Test Results

Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: SD
Date of test: 01/14/2019
Age of specimen: 7 days
The amount of flow (In percent): 0 %
The amount of water used (In percent): 49 %
Maximum load of 1st specimen (lb): 16228 lb
Maximum load of 2nd specimen (lb): 16146 lb
Maximum load of 3rd specimen (lb): 17874 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
Compressive strength of 1st specimen (psi): 4057 psi
Compressive strength of 2nd specimen (psi): 4037 psi
Compressive strength of 3rd specimen (psi): 4469 psi
Average Compressive strength (to nearest 10 psi): 4190 psi
General comments (publicly viewable) (Max 1000 characters): 7 Day Break -- Specimen 3 break was outside allowable range. Correct final result is 4050 PSI.
Test Graph
WARNING: No graph data imported from Instron machine.
WARNING: No graph data imported from Instron machine.
WARNING: No graph data imported from Instron machine.

Test was verified on 3/26/2019