Summary for Test 2023-04-03-16-3
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 | 04/03/2023 | Sample Unique Key | 16 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/03/2023 | 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 | CM235302 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | DMI Global Pozzolan | |
| 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 | DMI |
|---|---|---|---|
| Mill | Global Pozzolan | Type of Cementitious Material | Class F or N Flyash |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2023-04-03-16
DIME Test ID: 2023-04-03-16-3
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: 2023-06-20
Test Results
Input Type: Measured
Tester's full name: Anthony Valdez
Date of test: 05/30/2023
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: 0.1967 in
Initial reading of specimen 2: 0.1979 in
Initial reading of specimen 3: 0.1803 in
Zero reading of specimen 1: 0.1999 in
Zero reading of specimen 2: 0.2017 in
Zero reading of specimen 3: 0.1810 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: 0.1997 in
Third subsequent reading of specimen 2: 0.2012 in
Third subsequent reading of specimen 3: 0.1831 in
Percent change in length specimen 1 (zero reading): 0.0320 %
Percent change in length specimen 2 (zero reading): 0.0380 %
Percent change in length specimen 3 (zero reading): 0.0070 %
Percent change in length specimen 1 (first reading): -1.9990 %
Percent change in length specimen 2 (first reading): -2.0170 %
Percent change in length specimen 3 (first reading): -1.8100 %
Percent change in length specimen 1 (second reading): -1.9990 %
Percent change in length specimen 2 (second reading): -2.0170 %
Percent change in length specimen 3 (second reading): -1.8100 %
Percent change in length specimen 1 (third reading): -0.0020 %
Percent change in length specimen 2 (third reading): -0.0050 %
Percent change in length specimen 3 (third reading): 0.0210 %
Average percent change in length (zero reading): 0.0257 %
Average percent change in length (first reading): -1.9420 %
Average percent change in length (second reading): -1.9420 %
Average percent change in length (third reading): 0.0047 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/20/2023 ✔