Summary for Test 2016-01-01-3-2

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 Date01/01/2016 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 testing01/01/2016
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 identificationCM165608 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameSee below 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
MillClarkdale Type of Cementitious MaterialType II/V Cement

Test Details

DIME Sample ID: 2016-01-01-3
DIME Test ID: 2016-01-01-3-2
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: 2019-03-20

Test Results


Will control cubes be used per ASTM C311?:
Input Type: Measured
Tester's full name: Stephen Donnelly
Date of test: 05/24/2016
Age of specimen: 7 days
The amount of flow (In percent): 110 %
The amount of water used (In percent): 49 %
Maximum load of 1st specimen (lb): 16936 lb
Maximum load of 2nd specimen (lb): 18459 lb
Maximum load of 3rd specimen (lb): 17563 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): 4234 psi
Compressive strength of 2nd specimen (psi): 4614.75 psi
Compressive strength of 3rd specimen (psi): 4390.75 psi
Average Compressive strength (to nearest 10 psi): 6620 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/20/2019