Test 2021-08-31-16-2 (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 Date8/31/2021 Sample Unique Key16
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 testing8/31/2021
Sample typeAuthorization A brief description of the samplePLC Cement
The quantity of what the sample constitutes1 Bucket From where was the sample collectedSource
First name of sampler or witnessed byna Last name of sampler or witnessed byna
Title of sampler Laboratory sample identificationCM212104
The fabricator/manufacturer/facility nameCemex Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeCementitious BrandCemex
MillVictorville Type of Cementitious MaterialBlended Cement
Test Details
DIME Sample ID: 2021-08-31-16
DIME Test ID: 2021-08-31-16-2
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: 2021-11-15
Test Results

Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: BL
Date of test: 09/10/2021
Age of specimen: 2 days
The amount of flow : 113 %
The amount of water used : 50.0 %
Compressive strength of 1st specimen : 3201 psi
Compressive strength of 2nd specimen: 3357 psi
Compressive strength of 3rd specimen : 3595 psi
Average Compressive strength (to nearest 10 psi): 3280 psi
General comments (publicly viewable) (Max 1000 characters): 2 day test -- samples fabricated on Wednesday by mistake. -- Specimen 3 break was outside allowable range per Section 14 of ASTM C109-20b. Average compressive strength shown is based on remaining 2 specimens.
Test Graph
Source: Bluehill Data Point File

Test was verified on 11/15/2021