Summary for Test 2022-12-27-16-3
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 | 12/27/2022 | Sample Unique Key | 16 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/27/2022 | Sample type | Annual Source Testing |
| A brief description of the sample | PLC Blended Cement | 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 | CM235307 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Richmond IL Cement | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Cementitious | Brand | LaFarge North America |
|---|---|---|---|
| Mill | Richmond IL Cement | Type of Cementitious Material | Blended Cement |
Test Details
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DIME Sample ID: 2022-12-27-16
DIME Test ID: 2022-12-27-16-3
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: 2023-03-28
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: Anthony Valdez
Date of test: 02/27/2023
Age of specimen: 28 days
The amount of flow : no data
The amount of water used : 48.4 %
Compressive strength of 1st specimen : 5610 psi
Compressive strength of 2nd specimen: 6418 psi
Compressive strength of 3rd specimen : 5971 psi
Average Compressive strength (to nearest 10 psi): 5790 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 3/28/2023 ✔