Summary for Test 2023-07-13-32-4
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 | 07/13/2023 | Sample Unique Key | 32 |
|---|---|---|---|
| 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 | 07/13/2023 |
| 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 | CM23N307 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Volcanic Ash | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Cementitious | Brand | Peakward |
|---|---|---|---|
| Mill | Volcanic Ash | 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: 2023-07-13-32
DIME Test ID: 2023-07-13-32-4
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: 2023-10-23
Test Results
Input Type: Measured
Tester's full name: Benjamin Lenz
Date of test: 10/03/2023
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: 0.3463 in
Initial reading of specimen 2: 0.3208 in
Initial reading of specimen 3: 0.3199 in
Zero reading of specimen 1: 0.3504 in
Zero reading of specimen 2: 0.3247 in
Zero reading of specimen 3: 0.3240 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: 0.3502 in
Third subsequent reading of specimen 2: 0.3248 in
Third subsequent reading of specimen 3: 0.3238 in
Percent change in length specimen 1 (zero reading): 0.0410 %
Percent change in length specimen 2 (zero reading): 0.0390 %
Percent change in length specimen 3 (zero reading): 0.0410 %
Percent change in length specimen 1 (first reading): -3.5040 %
Percent change in length specimen 2 (first reading): -3.2470 %
Percent change in length specimen 3 (first reading): -3.2400 %
Percent change in length specimen 1 (second reading): -3.5040 %
Percent change in length specimen 2 (second reading): -3.2470 %
Percent change in length specimen 3 (second reading): -3.2400 %
Percent change in length specimen 1 (third reading): -0.0020 %
Percent change in length specimen 2 (third reading): 0.0010 %
Percent change in length specimen 3 (third reading): -0.0020 %
Average percent change in length (zero reading): 0.0403 %
Average percent change in length (first reading): -3.3303 %
Average percent change in length (second reading): -3.3303 %
Average percent change in length (third reading): -0.0010 %
General comments (publicly viewable) (Max 1000 characters): Only "Zero" and "Third" readings are valid. Zeroes entered as data for 1st and 2nd readings which were not taken.
Test was verified on 10/23/2023 ✔