Summary for Test 2019-01-14-2-5
Test performed: ASTM C109-16aProject Information
| Project Identifiers | Project ID: 8801 DEA: AML-CEM EFIS: AML-CEM |
|---|---|
| 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 | 01/14/2019 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 01/14/2019 |
| Sample type | Annual Source Testing | A brief description of the sample | Centralia Fly Ash |
| The quantity of what the sample constitutes | 1 Bucket | From where was the sample collected | Source |
| First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | CM195903 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | LaFarge | Transportation Laboratory (TL) Number | Unknown |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | Cementitious | Brand | LaFarge |
|---|---|---|---|
| Mill | Centralia Power Plant | Type of Cementitious Material | Class F or N Flyash |
Test Details
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DIME Sample ID: 2019-01-14-2
DIME Test ID: 2019-01-14-2-5
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: 2021-01-08
Test Results
Will control cubes be used per ASTM C311?: yes
Input Type: Measured
Tester's full name: SD
Date of test: 06/03/2019
Age of specimen: 28 days
The amount of flow : no data
The amount of water used : 45.2 %
Compressive strength of 1st specimen : 4629 psi
Compressive strength of 2nd specimen: 4954 psi
Compressive strength of 3rd specimen : 5184 psi
Average Compressive strength (to nearest 10 psi): 5070 psi
Average Compressive strength (to nearest 10 psi) control group: 5180 psi
Strength Activity Index of Portland Cement per ASTM C109: 98 %
General comments (publicly viewable) (Max 1000 characters): 28 day test -- Specimen 1 was eliminated from the average for being outside allowable limits per Section 12 of ASTM C109
Test was verified on 1/8/2021 ✔