Summary for Test 2018-09-27-4-2

Test performed: ASTM C109-11

Project Information

Project IdentifiersProject ID: 8801
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for Cementitious Materials for use in Concrete Authorized Material List (AML)
Location DescriptionNot set

Sample Information

Sample Taken Date09/27/2018 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 testing09/27/2018
Sample typeAnnual Source Testing A brief description of the sampleMetakaolin
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 identificationCM185865 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameACT Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier
Structure name

Material Information

Material TypeCementitious BrandACT
MillPowerpozz Type of Cementitious MaterialClass F or N Flyash

Test Details

DIME Sample ID: 2018-09-27-4
DIME Test ID: 2018-09-27-4-2
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: 2019-03-26

Test Results

Will control cubes be used per ASTM C311?: no
Input Type: Calculated
Tester's full name: Benjamin Lenz
Date of test: 03/26/2019
Age of specimen: 0 days
The amount of flow (In percent): no data
The amount of water used (In percent): 56 %
Maximum load of 1st specimen (lb): 0 lb
Maximum load of 2nd specimen (lb): 0 lb
Maximum load of 3rd specimen (lb): 0 lb
Compressive strength of 1st specimen (psi): 0 psi
Compressive strength of 2nd specimen (psi): 0 psi
Compressive strength of 3rd specimen (psi): 0 psi
Average Compressive strength (to nearest 10 psi): 0 psi
General comments (publicly viewable) (Max 1000 characters): Water demand for this material exceeds allowable limits of ASTM C618. Testing was halted and the material removed from the AML.

Test was verified on 3/26/2019