Summary for Test 2023-10-17-36-4
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 | 10/17/2023 | Sample Unique Key | 36 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/17/2023 | Sample type | Annual Source Testing |
| A brief description of the sample | Class N 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 | CM235373 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Geofortis Utah NP | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Cementitious | Brand | Geofortis |
|---|---|---|---|
| Mill | Utah | Type of Cementitious Material | Class F or N Flyash |
Test Details
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DIME Sample ID: 2023-10-17-36
DIME Test ID: 2023-10-17-36-4
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: 2024-04-23
Test Results
Input Type: Measured
Tester's full name: Benjamin Lenz
Date of test: 01/26/2024
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: 0.3495 in
Initial reading of specimen 2: 0.3559 in
Initial reading of specimen 3: 0.3152 in
Zero reading of specimen 1: 0.3535 in
Zero reading of specimen 2: 0.3596 in
Zero reading of specimen 3: 0.3188 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: 0.3528 in
Third subsequent reading of specimen 2: 0.3589 in
Third subsequent reading of specimen 3: 0.3178 in
Percent change in length specimen 1 (zero reading): 0.0400 %
Percent change in length specimen 2 (zero reading): 0.0370 %
Percent change in length specimen 3 (zero reading): 0.0360 %
Percent change in length specimen 1 (first reading): -3.5350 %
Percent change in length specimen 2 (first reading): -3.5960 %
Percent change in length specimen 3 (first reading): -3.1880 %
Percent change in length specimen 1 (second reading): -3.5350 %
Percent change in length specimen 2 (second reading): -3.5960 %
Percent change in length specimen 3 (second reading): -3.1880 %
Percent change in length specimen 1 (third reading): -0.0070 %
Percent change in length specimen 2 (third reading): -0.0070 %
Percent change in length specimen 3 (third reading): -0.0100 %
Average percent change in length (zero reading): 0.0377 %
Average percent change in length (first reading): -3.4397 %
Average percent change in length (second reading): -3.4397 %
Average percent change in length (third reading): -0.0080 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/23/2024 ✔