Summary for Test 2023-01-20-12-6
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 | 01/20/2023 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 01/20/2023 |
| Sample type | Proficiency | A brief description of the sample | Type I/II 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 | na | Last name of sampler or witnessed by | na |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | CM238227 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | CCRL Portland Cement 227 | 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 | Portland 227 | Type of Cementitious Material | Type II Cement |
Test Details
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DIME Sample ID: 2023-01-20-12
DIME Test ID: 2023-01-20-12-6
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: 2023-03-16
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: BL
Date of test: 02/02/2023
Age of specimen: 9 days
The amount of flow : 116.00 %
The amount of water used : 48.5 %
Compressive strength of 1st specimen : 3737 psi
Compressive strength of 2nd specimen: no data
Compressive strength of 3rd specimen : no data
Average Compressive strength (to nearest 10 psi): no data
General comments (publicly viewable) (Max 1000 characters): 3 day
Test Graph
Source: Bluehill Data Point FileTest was verified on 3/16/2023 ✔