Summary for Test 2023-04-20-26-3

Test performed: ASTM C1567-13

Project Information

Project IdentifiersProject ID: 8801
DEA: AML-CEM
EFIS: AML-CEM
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for Cementitious Materials for use in Concrete Authorized Material List (AML)
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date04/20/2023 Sample Unique Key26
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 testing04/20/2023
Sample typeAnnual Source Testing A brief description of the sampleNatural Pozzolan
The quantity of what the sample constitutes1 Bucket From where was the sample collectedSource
First name of sampler or witnessed byN/A Last name of sampler or witnessed byNA
Title of sampler Telephone number of sampler
Laboratory sample identificationCM235328 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKirkland Class N Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeCementitious BrandEcoMaterial Resources
MillKirkland NP Type of Cementitious MaterialClass F or N Flyash

Test Details

DIME Sample ID: 2023-04-20-26
DIME Test ID: 2023-04-20-26-3
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: 2023-07-20

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: 0.1941 in
Initial reading of specimen 2: 0.2181 in
Initial reading of specimen 3: 0.1841 in
Zero reading of specimen 1: 0.1979 in
Zero reading of specimen 2: 0.2219 in
Zero reading of specimen 3: 0.1882 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: 0.1975 in
Third subsequent reading of specimen 2: 0.2208 in
Third subsequent reading of specimen 3: 0.1871 in
Percent change in length specimen 1 (zero reading): 0.0380 %
Percent change in length specimen 2 (zero reading): 0.0380 %
Percent change in length specimen 3 (zero reading): 0.0410 %
Percent change in length specimen 1 (first reading): -1.9790 %
Percent change in length specimen 2 (first reading): -2.2190 %
Percent change in length specimen 3 (first reading): -1.8820 %
Percent change in length specimen 1 (second reading): -1.9790 %
Percent change in length specimen 2 (second reading): -2.2190 %
Percent change in length specimen 3 (second reading): -1.8820 %
Percent change in length specimen 1 (third reading): -0.0040 %
Percent change in length specimen 2 (third reading): -0.0110 %
Percent change in length specimen 3 (third reading): -0.0110 %
Average percent change in length (zero reading): 0.0390 %
Average percent change in length (first reading): -2.0267 %
Average percent change in length (second reading): -2.0267 %
Average percent change in length (third reading): -0.0087 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/20/2023