Summary for Test 2020-10-27-4-3
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 | 10/27/2020 | Sample Unique Key | 4 |
---|---|---|---|
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 | 10/27/2020 |
Sample type | Authorization | A brief description of the sample | Type II 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 | CM205081 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | CALPORTLAND | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Cementitious | Brand | Cal Portland |
---|---|---|---|
Mill | Asia Cement Taiwan | Type of Cementitious Material | Type II Cement |
Test Details
DIME Sample ID: 2020-10-27-4
DIME Test ID: 2020-10-27-4-3
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: 2020-12-18
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: Benjamin Lenz
Date of test: 11/09/2020
Age of specimen: 7 days
The amount of flow : no data
The amount of water used : 48.4 %
Compressive strength of 1st specimen : 5020 psi
Compressive strength of 2nd specimen: 5240 psi
Compressive strength of 3rd specimen : 4394 psi
Average Compressive strength (to nearest 10 psi): 5130 psi
General comments (publicly viewable) (Max 1000 characters): 7 day test -- Specimen 3 was eliminated from the average for being outside allowable limits per Section 12 of ASTM C109
Test was verified on 12/18/2020 ✔