Summary for Test 2022-09-07-10-3
Test performed: ASTM C109-16aProject Information
Project Identifiers | Project ID: 8801 DEA: AML-CEM EFIS: AML-CEM |
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DIST-CO-RTE-PM | 59--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Special project for Cementitious Materials for use in Concrete Authorized Material List (AML) |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 09/07/2022 | Sample Unique Key | 10 |
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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 testing | 09/07/2022 |
Sample type | Annual Source Testing | A brief description of the sample | Type III Portland Cement |
The quantity of what the sample constitutes | 1 Bucket | From where was the sample collected | Source |
First name of sampler or witnessed by | na | Last name of sampler or witnessed by | na |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | CM225261 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Mitsubishi Cement | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Cementitious | Brand | Mitsubishi |
---|---|---|---|
Mill | Cushenbury | Type of Cementitious Material | Type III Cement |
Test Details
DIME Sample ID: 2022-09-07-10
DIME Test ID: 2022-09-07-10-3
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: 2022-11-02
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: Anthony Valdez
Date of test: 09/22/2022
Age of specimen: 3 days
The amount of flow : no data
The amount of water used : 48.5 %
Compressive strength of 1st specimen : 4149 psi
Compressive strength of 2nd specimen: 4056 psi
Compressive strength of 3rd specimen : 4326 psi
Average Compressive strength (to nearest 10 psi): 4180 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/2/2022 ✔