Summary for Test 2019-01-14-1-2
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 | 01/14/2019 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/14/2019 | Sample type | Annual Source Testing |
| A brief description of the sample | Type I/II | 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 | CM195902 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | LaFarge |
| Transportation Laboratory (TL) Number | Unknown | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Cementitious | Brand | LaFarge |
|---|---|---|---|
| Mill | Richmond BC | Type of Cementitious Material | Type II Cement |
Test Details
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DIME Sample ID: 2019-01-14-1
DIME Test ID: 2019-01-14-1-2
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: 2021-01-08
Test Results
Will control cubes be used per ASTM C311?: no
Input Type: Calculated
Tester's full name: Spencer Adams
Date of test: 04/11/2019
Age of specimen: 3 days
The amount of flow : no data
The amount of water used : 48.5 %
Compressive strength of 1st specimen : 3431 psi
Compressive strength of 2nd specimen: 3889 psi
Compressive strength of 3rd specimen : 3577 psi
Average Compressive strength (to nearest 10 psi): 3500 psi
General comments (publicly viewable) (Max 1000 characters): 3 day test -- Specimen 2 was eliminated from the average for being outside allowable limits per Section 12 of ASTM C109
Test was verified on 1/8/2021 ✔