Summary for Test 2018-11-01-3-6
Test performed: ASTM C109-16aProject Information
| Project Identifiers | Project ID: 88888 DEA: SMTL-STOCK EFIS: SMTL-STOCK |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for SMTL stock material. Object Code: 1025. J2 DEA: 912680. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 11/01/2018 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/01/2018 | Sample type | Annual Source Testing |
| A brief description of the sample | Class F Flyash | 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 | CM185842 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Charah |
| Transportation Laboratory (TL) Number | Unknown | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Cementitious | Brand | Charah |
|---|---|---|---|
| Mill | Dynegy Miami Fort 7 | Type of Cementitious Material | Class F or N Flyash |
Test Details
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DIME Sample ID: 2018-11-01-3
DIME Test ID: 2018-11-01-3-6
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: 2020-07-17
Test Results
Will control cubes be used per ASTM C311?: yes
Input Type: Calculated
Tester's full name: Benjamin Lenz
Date of test: 03/19/2018
Age of specimen: 28 days
The amount of flow : 108 %
The amount of water used : 48.0 %
Compressive strength of 1st specimen : 4224 psi
Compressive strength of 2nd specimen: 3918 psi
Compressive strength of 3rd specimen : 4433 psi
Average Compressive strength (to nearest 10 psi): 4330 psi
Average Compressive strength (to nearest 10 psi) control group: 5030 psi
Strength Activity Index of Portland Cement per ASTM C109: 86 %
General comments (publicly viewable) (Max 1000 characters): Specimen 2 outside allowable limits. Two cube average presented.
Test was verified on 7/17/2020 ✔