Sample Record
Owner Lab
- CT HQ - Sacramento Cement Testing Laboratory
DIME Sample ID 2020-08-18-6
Project 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 | 08/18/2020 | Sample Unique Key | 6 |
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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 | 08/18/2020 |
Sample type | Control Sample | A brief description of the sample | Nevada Fernley Control |
The quantity of what the sample constitutes | 1 Bucket | From where was the sample collected | Manufacturer |
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 | CM209006 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Nevada Cement Fernley | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Cementitious | Brand | Nevada Cement |
---|---|---|---|
Mill | Fernley Nevada | Type of Cementitious Material | Type II/V Cement |
Submitted Tests
DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Submitted By | Verified? | Release Date | Test Comments | Actions |
---|---|---|---|---|---|---|---|---|
2020-08-18-6-2 | ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens) | Benjamin Lenz, CT HQ - Sacramento Cement Testing Laboratory | 08/25/2020 | Benjamin Lenz | No | Info | ||
2020-08-18-6-3 | ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens) | Benjamin Lenz, CT HQ - Sacramento Cement Testing Laboratory | 09/15/2020 | Benjamin Lenz | No | -- Specimen 2 break was outside allowable range. Correct final result is 5250 PSI. | Info |
Sample File Attachments
File Name | Extension | Date Uploaded | Actions |
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No results found. |
Test File Attachments
DIME Test ID: 2020-08-18-6-2 ASTM C109-16a
DIME Test ID: 2020-08-18-6-3 ASTM C109-16a