Summary for Test 2023-09-25-39-8
Test performed: ASTM C109-21Project 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 | 09/25/2023 | Sample Unique Key | 39 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/25/2023 | Sample type | Authorization |
| A brief description of the sample | 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 | na |
| Last name of sampler or witnessed by | na | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | CM235376 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Cushenbury Type 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 | Mitsubishi |
|---|---|---|---|
| Mill | Cushenbury | Type of Cementitious Material | Blended Cement |
Test Details
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DIME Sample ID: 2023-09-25-39
DIME Test ID: 2023-09-25-39-8
Testing Lab: CT HQ - Sacramento Cement Testing Laboratory
Test Method: ASTM C109-21: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Test Release Date: 2024-04-23
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: AV
Date of test: 11/20/2023
Age of specimen: 7 days
The amount of flow : 110.00 %
The amount of water used : 48.4 %
Compressive strength of 1st specimen : 4437 psi
Compressive strength of 2nd specimen: 4270 psi
Compressive strength of 3rd specimen : 4661 psi
Average Compressive strength (to nearest 10 psi): 4350 psi
General comments (publicly viewable) (Max 1000 characters): Specimen 3 was eliminated from the average for being outside allowable limits per ASTM C109
Test Graph
Source: Bluehill Data Point FileSource: Bluehill Data Point File
Source: Bluehill Data Point File
Test was verified on 4/23/2024 ✔