Summary for Test 2024-02-17-5-5
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 | 02/17/2024 | 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 | 02/17/2024 |
Sample type | Annual Source Testing | A brief description of the sample | Type 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 | CM235367 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Xuan Thanh Cement | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Cementitious | Brand | Cemex |
---|---|---|---|
Mill | Xuan Thanh | Type of Cementitious Material | Type II Cement |
Test Details
DIME Sample ID: 2024-02-17-5
DIME Test ID: 2024-02-17-5-5
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: 2024-05-24
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: AV
Date of test: 04/11/2024
Age of specimen: 3 days
The amount of flow : 110.00 %
The amount of water used : 48.4 %
Compressive strength of 1st specimen : 3322 psi
Compressive strength of 2nd specimen: 3542 psi
Compressive strength of 3rd specimen : 3549 psi
Average Compressive strength (to nearest 10 psi): 3470 psi
General comments (publicly viewable) (Max 1000 characters): 3 day
Test Graph
Source: Bluehill Data Point FileSource: Bluehill Data Point File
Source: Bluehill Data Point File
Test was verified on 5/24/2024 ✔