Summary for Test 2023-03-21-5-9
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 | 5 |
---|---|---|---|
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 | 03/18/2022 |
Sample type | Proficiency | A brief description of the sample | Pozzolan |
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 | CM238073 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | CCRL POZZ 73 | 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 | Type of Cementitious Material | Class F or N Flyash |
Test Details
DIME Sample ID: 2023-03-21-5
DIME Test ID: 2023-03-21-5-9
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?: yes
Input Type: Measured
Tester's full name: BL
Date of test: 05/10/2023
Age of specimen: 28 days
The amount of flow : 112 %
The amount of water used : 49.6 %
Compressive strength of 1st specimen : 6520 psi
Compressive strength of 2nd specimen: 6500 psi
Compressive strength of 3rd specimen : 6456 psi
Average Compressive strength (to nearest 10 psi): 6490 psi
Average Compressive strength (to nearest 10 psi) control group: 6040 psi
Strength Activity Index of Portland Cement per ASTM C109: 107 %
General comments (publicly viewable) (Max 1000 characters): 28 day
Test Graph
Source: Bluehill Data Point FileSource: Bluehill Data Point File
Source: Bluehill Data Point File
Test was verified on 5/12/2023 ✔