Summary for Test 2022-04-28-24-2
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 | 04/28/2022 | Sample Unique Key | 24 |
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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 | 04/28/2022 |
Sample type | Annual Source Testing | A brief description of the sample | Natural Pozzolan |
The quantity of what the sample constitutes | 1 Bucket | From where was the sample collected | Source |
First name of sampler or witnessed by | N/A | Last name of sampler or witnessed by | NA |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | CM22N204 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Sunrise Minerals | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Cementitious | Brand | Sunrise Minerals |
---|---|---|---|
Mill | Tonopah Natural Pozzolan | Type of Cementitious Material | Class F or N Flyash |
Test Details
DIME Sample ID: 2022-04-28-24
DIME Test ID: 2022-04-28-24-2
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: 2022-07-29
Test Results
Will control cubes be used per ASTM C311?: yes
Input Type: Measured
Tester's full name: Anthony Valdez
Date of test: 05/24/2022
Age of specimen: 7 days
The amount of flow : 116 %
The amount of water used : 48.4 %
Compressive strength of 1st specimen : 3427 psi
Compressive strength of 2nd specimen: 3830 psi
Compressive strength of 3rd specimen : 3386 psi
Average Compressive strength (to nearest 10 psi): 3410 psi
Average Compressive strength (to nearest 10 psi) control group: 5160 psi
Strength Activity Index of Portland Cement per ASTM C109: 66 %
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 7/29/2022 ✔