Summary for Test 2024-01-10-77-3
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 | 01/10/2024 | Sample Unique Key | 77 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/08/2024 | Sample type | Authorization |
| A brief description of the sample | Blended cement (PLC) | 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 | CM245405 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | GCC Pueblo IL (10) | |
| 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 | GCC of America |
|---|---|---|---|
| Mill | Pueblo Colorado | Type of Cementitious Material | Blended Cement |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-01-10-77
DIME Test ID: 2024-01-10-77-3
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: 2024-07-29
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: KH
Date of test: 06/10/2024
Age of specimen: 21 days
The amount of flow : 110.00 %
The amount of water used : 48.4 %
Compressive strength of 1st specimen : 5193 psi
Compressive strength of 2nd specimen: 5635 psi
Compressive strength of 3rd specimen : 6125 psi
Average Compressive strength (to nearest 10 psi): 0 psi
General comments (publicly viewable) (Max 1000 characters): The specimens in this test have exceeded both the 3 cube and 2 cube range limits of ASTM C109. No result can be reported. This is a failure of the testing, not the material.
Test Graph
Source: Bluehill Data Point FileSource: Bluehill Data Point File
Source: Bluehill Data Point File
Test was verified on 7/29/2024 ✔