Summary for Test 2023-01-20-12-6

Test performed: ASTM C109-16a

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 Date01/20/2023 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 testing01/20/2023
Sample typeProficiency A brief description of the sampleType I/II 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 identificationCM238227 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCCRL Portland Cement 227 Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeCementitious BrandCCRL
MillPortland 227 Type of Cementitious MaterialType II Cement

Test Details

DIME Sample ID: 2023-01-20-12
DIME Test ID: 2023-01-20-12-6
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: 2023-03-16

Test Results


Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: BL
Date of test: 02/02/2023
Age of specimen: 9 days
The amount of flow : 116.00 %
The amount of water used : 48.5 %
Compressive strength of 1st specimen : 3737 psi
Compressive strength of 2nd specimen: no data
Compressive strength of 3rd specimen : no data
Average Compressive strength (to nearest 10 psi): no data
General comments (publicly viewable) (Max 1000 characters): 3 day
Test Graph
Source: Bluehill Data Point File

Test was verified on 3/16/2023