Test 2021-02-01-12-3 (ASTM C109-16a) Summary

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Project Information
Project IdentifiersProject ID: 8801
Work DescriptionSpecial project for Cementitious Materials for use in Concrete Authorized Material List (AML)
Location DescriptionNot set
Sample Information
Sample Taken Date2/1/2021 Sample Unique Key12
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 testing2/1/2021
Sample typeProficiency A brief description of the samplePortland Cement
The quantity of what the sample constitutes1 sample From where was the sample collectedManufacturer
First name of sampler or witnessed byna Last name of sampler or witnessed byna
Title of sampler Laboratory sample identificationCM218219
The fabricator/manufacturer/facility nameCCRL Portland 219 Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeCementitious BrandCCRL
MillCCRL Type of Cementitious MaterialType II Cement
Test Details
DIME Sample ID: 2021-02-01-12
DIME Test ID: 2021-02-01-12-3
Testing Lab: CT HQ - Sacramento Cement Testing Laboratory
Test Method: ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Test Release Date: 2021-03-18
Test Results

Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: Benjamin Lenz
Date of test: 03/08/2021
Age of specimen: 28 days
The amount of flow : 105 %
The amount of water used : 48.4 %
Compressive strength of 1st specimen : 5131 psi
Compressive strength of 2nd specimen: 4920 psi
Compressive strength of 3rd specimen : 5126 psi
Average Compressive strength (to nearest 10 psi): 5060 psi
General comments (publicly viewable) (Max 1000 characters): 28 day test

Test was verified on 03/18/2021