Test 2020-05-05-21-3 (ASTM C109-16a) Summary

Project Information
Project IdentifiersProject ID: 8801
DEA: AML-CEM
EFIS: AML-CEM
DIST-CO-RTE-PM59---
Work DescriptionSpecial project for Cementitious Materials for use in Concrete Authorized Material List (AML)
Location DescriptionNot set
Sample Information
Sample Taken Date5/5/2020 Sample Unique Key21
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 testing5/5/2020
Sample typeAnnual Source Testing A brief description of the samplenatural pozzolan
The quantity of what the sample constitutes1 Bucket From where was the sample collectedSource
First name of sampler or witnessed byPlant Last name of sampler or witnessed byPersonnel
Title of sampler Laboratory sample identificationCM205025
The fabricator/manufacturer/facility nameNevada Cement Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeCementitious BrandNevada Cement
MillFernley Type of Cementitious MaterialClass F or N Flyash
Test Details
DIME Sample ID: 2020-05-05-21
DIME Test ID: 2020-05-05-21-3
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: 2021-06-24
Test Results

Will control cubes be used per ASTM C311?: yes
Input Type: Measured
Tester's full name: Anthony Valdez
Date of test: 12/08/2020
Age of specimen: 28 days
The amount of flow : 116 %
The amount of water used : 47.6 %
Compressive strength of 1st specimen : 5516 psi
Compressive strength of 2nd specimen: 4796 psi
Compressive strength of 3rd specimen : 5312 psi
Average Compressive strength (to nearest 10 psi): 5410 psi
Average Compressive strength (to nearest 10 psi) control group: 5920 psi
Strength Activity Index of Portland Cement per ASTM C109: 91 %
General comments (publicly viewable) (Max 1000 characters): 28 day test -- Specimen 2 was eliminated from the average for being outside allowable limits per Section 12 of ASTM C109

Test was verified on 06/24/2021