Summary for Test 2022-06-09-38-3

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 Date06/09/2022 Sample Unique Key38
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 testing06/09/2022
Sample typeAnnual Source Testing A brief description of the sampleType II/IV 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 identificationCM22N208 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTan Thang Cement Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeCementitious BrandCalPortland
MillTan Thang Type of Cementitious MaterialType II/V Cement

Test Details

DIME Sample ID: 2022-06-09-38
DIME Test ID: 2022-06-09-38-3
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: 2022-08-10

Test Results


Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: Anthony Valdez
Date of test: 07/12/2022
Age of specimen: 7 days
The amount of flow : no data
The amount of water used : 48.5 %
Compressive strength of 1st specimen : 4913 psi
Compressive strength of 2nd specimen: 4568 psi
Compressive strength of 3rd specimen : 5020 psi
Average Compressive strength (to nearest 10 psi): 4970 psi
General comments (publicly viewable) (Max 1000 characters): Specimen 2 was eliminated from the average for being outside allowable limits per Section 12 of ASTM C109

Test was verified on 8/10/2022