Summary for Test 2022-04-25-5-5
Test performed: ASTM C1567-13Project 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 | 04/25/2022 | 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 | 04/25/2022 |
Sample type | Annual Source Testing | A brief description of the sample | Natural Pozzolan |
The quantity of what the sample constitutes | 1 Bucket | From where was the sample collected | Source |
First name of sampler or witnessed by | N/A | Last name of sampler or witnessed by | NA |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | CM225228 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Kirkland Class N | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Cementitious | Brand | EcoMaterial Resources |
---|---|---|---|
Mill | Kirkland NP | Type of Cementitious Material | Class F or N Flyash |
Test Details
DIME Sample ID: 2022-04-25-5
DIME Test ID: 2022-04-25-5-5
Testing Lab: CT HQ - Sacramento Cement Testing Laboratory
Test Method: ASTM C1567-13: Standard Test Method for Determining the Potential Alkali-Silica Reactivity of Combinations of Cementitious Materials and Aggregate (Accelerated Mortar-Bar Method)
Test Release Date: 2022-10-13
Test Results
Input Type: Measured
Tester's full name: Benjamin Lenz
Date of test: 09/07/2022
Type and source of Portland cement: Nevada Fernley Type II
Alkali content of cement as percent potassium oxide: na
Alkali content of cement as percent sodium oxide: na
Alkali content of cement as percent calculated sodium oxide: .61
Comments about aggregate preparation: no data
Comments about specimen features: no data
Amount of mixing water: 207 ml
Initial reading of specimen 1: 0.1869 in
Initial reading of specimen 2: 0.1831 in
Initial reading of specimen 3: 0.1814 in
Zero reading of specimen 1: 0.1911 in
Zero reading of specimen 2: 0.1873 in
Zero reading of specimen 3: 0.1856 in
First subsequent reading of specimen 1: 1.0000 in
First subsequent reading of specimen 2: 1.0000 in
First subsequent reading of specimen 3: 1.0000 in
Second subsequent reading of specimen 1: 1.0000 in
Second subsequent reading of specimen 2: 1.0000 in
Second subsequent reading of specimen 3: 1.0000 in
Third subsequent reading of specimen 1: 0.1908 in
Third subsequent reading of specimen 2: 0.1868 in
Third subsequent reading of specimen 3: 0.1852 in
Percent change in length specimen 1 (zero reading): 0.0420 %
Percent change in length specimen 2 (zero reading): 0.0420 %
Percent change in length specimen 3 (zero reading): 0.0420 %
Percent change in length specimen 1 (first reading): 8.0890 %
Percent change in length specimen 2 (first reading): 8.1270 %
Percent change in length specimen 3 (first reading): 8.1440 %
Percent change in length specimen 1 (second reading): 8.0890 %
Percent change in length specimen 2 (second reading): 8.1270 %
Percent change in length specimen 3 (second reading): 8.1440 %
Percent change in length specimen 1 (third reading): -0.0030 %
Percent change in length specimen 2 (third reading): -0.0050 %
Percent change in length specimen 3 (third reading): -0.0040 %
Average percent change in length (zero reading): 0.0420 %
Average percent change in length (first reading): 8.1200 %
Average percent change in length (second reading): 8.1200 %
Average percent change in length (third reading): -0.0040 %
General comments (publicly viewable) (Max 1000 characters): Third reading is after 14 days in NaOH solution.
Test was verified on 10/13/2022 ✔