Summary for Test 2019-01-03-5-3
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 | 01/03/2019 | Sample Unique Key | 5 |
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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 | 01/03/2019 |
Sample type | Annual Source Testing | A brief description of the sample | Slag Cement |
The quantity of what the sample constitutes | 1 Bucket | From where was the sample collected | Source |
First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | CM185854 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | LEHIGH | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | Cementitious | Brand | Lehigh |
---|---|---|---|
Mill | Japan | Type of Cementitious Material | Slag Cement |
Test Details
DIME Sample ID: 2019-01-03-5
DIME Test ID: 2019-01-03-5-3
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: 2021-01-07
Test Results
Will control cubes be used per ASTM C311?: yes
Input Type: Calculated
Tester's full name: Spencer Adams
Date of test: 04/22/2019
Age of specimen: 7 days
The amount of flow : 110 %
The amount of water used : 46.8 %
Compressive strength of 1st specimen : 4150 psi
Compressive strength of 2nd specimen: 4591 psi
Compressive strength of 3rd specimen : 4157 psi
Average Compressive strength (to nearest 10 psi): 4150 psi
Average Compressive strength (to nearest 10 psi) control group: 4050 psi
Strength Activity Index of Portland Cement per ASTM C109: 102 %
General comments (publicly viewable) (Max 1000 characters): 7 day test -- Specimen 2 was eliminated from the average for being outside allowable limits per Section 12 of ASTM C109
Test was verified on 1/7/2021 ✔