Summary for Test 2024-01-10-79-2
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 | 79 |
---|---|---|---|
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 | 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 | CM245408 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Lafarge Richmond IL (15) | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Cementitious | Brand | LaFarge North America |
---|---|---|---|
Mill | Richmond BC | Type of Cementitious Material | Blended Cement |
Test Details
DIME Sample ID: 2024-01-10-79
DIME Test ID: 2024-01-10-79-2
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: 2024-09-12
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: AV
Date of test: 09/12/2024
Age of specimen: 7 days
The amount of flow : 110.00 %
The amount of water used : 48.4 %
Compressive strength of 1st specimen : 5003 psi
Compressive strength of 2nd specimen: 5125 psi
Compressive strength of 3rd specimen : 4536 psi
Average Compressive strength (to nearest 10 psi): 5060 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 9/12/2024 ✔