Summary for Test 2023-09-29-25-7

Test performed: ASTM C109-21

Project Information

Project IdentifiersProject ID: 8801
DEA: AML-CEM
EFIS: AML-CEM
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for Cementitious Materials for use in Concrete Authorized Material List (AML)
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date09/29/2023 Sample Unique Key25
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 testing09/29/2023
Sample typeAnnual Source Testing A brief description of the sampleType II/V Portland 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 Telephone number of sampler
Laboratory sample identificationCM235379 Linked DIME Sample ID
The fabricator/manufacturer/facility nameLebec Type II/V Cement Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeCementitious BrandNational
MillLebec Type of Cementitious MaterialType II/V Cement

Test Details

DIME Sample ID: 2023-09-29-25
DIME Test ID: 2023-09-29-25-7
Testing Lab: CT HQ - Sacramento Cement Testing Laboratory
Test Method: ASTM C109-21: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Test Release Date: 2024-03-29

Test Results


Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: AV
Date of test: 12/22/2023
Age of specimen: 18 days
The amount of flow : 110.00 %
The amount of water used : 48.4 %
Compressive strength of 1st specimen : 4591 psi
Compressive strength of 2nd specimen: 4774 psi
Compressive strength of 3rd specimen : 5178 psi
Average Compressive strength (to nearest 10 psi): 4680 psi
General comments (publicly viewable) (Max 1000 characters): Specimen 3 was eliminated from the average for being outside allowable limits per ASTM C109
Test Graph
Source: Bluehill Data Point File

Source: Bluehill Data Point File

Source: Bluehill Data Point File

Test was verified on 3/29/2024