Summary for Test 2023-03-21-7-4
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 | 03/21/2023 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 03/21/2023 |
| Sample type | Proficiency | A brief description of the sample | Portland 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 | CM239073 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | CCRL POZZ CONTROL | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Cementitious | Brand | CCRL |
|---|---|---|---|
| Mill | CCRL Pozzolan Control | Type of Cementitious Material | Type II/V Cement |
Test Details
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DIME Sample ID: 2023-03-21-7
DIME Test ID: 2023-03-21-7-4
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: 2023-05-12
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: Benjamin Lenz
Date of test: 05/10/2023
Age of specimen: 28 days
The amount of flow : 111 %
The amount of water used : 48.5 %
Compressive strength of 1st specimen : 4843 psi
Compressive strength of 2nd specimen: 4960 psi
Compressive strength of 3rd specimen : 4758 psi
Average Compressive strength (to nearest 10 psi): 4850 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/12/2023 ✔