Summary for Test 2023-09-05-25-4
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 | 09/05/2023 | Sample Unique Key | 25 |
---|---|---|---|
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 | 09/05/2023 |
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 | CM235360 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Mojave Natural Pozzolan | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Cementitious | Brand | CalPortland |
---|---|---|---|
Mill | Mojave | Type of Cementitious Material | Class F or N Flyash |
Test Details
DIME Sample ID: 2023-09-05-25
DIME Test ID: 2023-09-05-25-4
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: 2024-04-25
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: 0.2999 in
Initial reading of specimen 2: 0.3449 in
Initial reading of specimen 3: 0.3194 in
Zero reading of specimen 1: 0.3040 in
Zero reading of specimen 2: 0.3490 in
Zero reading of specimen 3: 0.3237 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: 0.3038 in
Third subsequent reading of specimen 2: 0.3488 in
Third subsequent reading of specimen 3: 0.3233 in
Percent change in length specimen 1 (zero reading): 0.0410 %
Percent change in length specimen 2 (zero reading): 0.0410 %
Percent change in length specimen 3 (zero reading): 0.0430 %
Percent change in length specimen 1 (first reading): -3.0400 %
Percent change in length specimen 2 (first reading): -3.4900 %
Percent change in length specimen 3 (first reading): -3.2370 %
Percent change in length specimen 1 (second reading): -3.0400 %
Percent change in length specimen 2 (second reading): -3.4900 %
Percent change in length specimen 3 (second reading): -3.2370 %
Percent change in length specimen 1 (third reading): -0.0020 %
Percent change in length specimen 2 (third reading): -0.0020 %
Percent change in length specimen 3 (third reading): -0.0040 %
Average percent change in length (zero reading): 0.0417 %
Average percent change in length (first reading): -3.2557 %
Average percent change in length (second reading): -3.2557 %
Average percent change in length (third reading): -0.0027 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/25/2024 ✔