Summary for Test 2022-09-26-14-3
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 | 09/26/2022 | Sample Unique Key | 14 |
---|---|---|---|
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 | 09/26/2022 |
Sample type | Annual Source Testing | A brief description of the sample | Fly Ash |
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 | CM225259 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | KMI Zeolite | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Cementitious | Brand | KMI |
---|---|---|---|
Mill | Zeolite | Type of Cementitious Material | Class F or N Flyash |
Test Details
DIME Sample ID: 2022-09-26-14
DIME Test ID: 2022-09-26-14-3
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: 2023-01-06
Test Results
Input Type: Measured
Tester's full name: Anthony Valdez
Date of test: 10/25/2022
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: 0.1619 in
Initial reading of specimen 2: 0.1770 in
Initial reading of specimen 3: 0.1637 in
Zero reading of specimen 1: 0.1660 in
Zero reading of specimen 2: 0.1807 in
Zero reading of specimen 3: 0.1677 in
First subsequent reading of specimen 1: 0.0000 in
First subsequent reading of specimen 2: 0.0000 in
First subsequent reading of specimen 3: 0.0000 in
Second subsequent reading of specimen 1: 0.0000 in
Second subsequent reading of specimen 2: 0.0000 in
Second subsequent reading of specimen 3: 0.0000 in
Third subsequent reading of specimen 1: 0.1656 in
Third subsequent reading of specimen 2: 0.1809 in
Third subsequent reading of specimen 3: 0.1674 in
Percent change in length specimen 1 (zero reading): 0.0410 %
Percent change in length specimen 2 (zero reading): 0.0370 %
Percent change in length specimen 3 (zero reading): 0.0400 %
Percent change in length specimen 1 (first reading): -1.6600 %
Percent change in length specimen 2 (first reading): -1.8070 %
Percent change in length specimen 3 (first reading): -1.6770 %
Percent change in length specimen 1 (second reading): -1.6600 %
Percent change in length specimen 2 (second reading): -1.8070 %
Percent change in length specimen 3 (second reading): -1.6770 %
Percent change in length specimen 1 (third reading): -0.0040 %
Percent change in length specimen 2 (third reading): 0.0020 %
Percent change in length specimen 3 (third reading): -0.0030 %
Average percent change in length (zero reading): 0.0393 %
Average percent change in length (first reading): -1.7147 %
Average percent change in length (second reading): -1.7147 %
Average percent change in length (third reading): -0.0017 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/6/2023 ✔