Summary for Test 2021-07-01-30-1
Test performed: ASTM C1260-14Project 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 | 07/01/2021 | Sample Unique Key | 30 |
---|---|---|---|
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 | 07/01/2021 |
Sample type | Proficiency | A brief description of the sample | CCRL 1260 No.11 |
The quantity of what the sample constitutes | 1 box | From where was the sample collected | Source |
First name of sampler or witnessed by | na | Last name of sampler or witnessed by | na |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | CCRL | Transportation Laboratory (TL) Number | CM218011 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Cementitious | Brand | CCRL |
---|---|---|---|
Mill | CCRL | Type of Cementitious Material | Type II Cement |
Test Details
DIME Sample ID: 2021-07-01-30
DIME Test ID: 2021-07-01-30-1
Testing Lab: CT HQ - Sacramento Cement Testing Laboratory
Test Method: ASTM C1260-14: Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)
Test Release Date: 2022-07-11
Test Results
Input Type: Measured
Tester's full name: Benjamin Lenz
Date of test: 08/19/2021
Type and source of aggregate: CCRL
Type and source of Portland cement: CCRL
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: na
Comments about aggregate preparation: no data
Comments about specimen features: no data
Amount of mixing water: 207 ml
Initial reading of specimen 1: 0.3079 in
Initial reading of specimen 2: 0.2811 in
Initial reading of specimen 3: 0.2855 in
Zero reading of specimen 1: 0.3156 in
Zero reading of specimen 2: 0.2885 in
Zero reading of specimen 3: 0.2930 in
First subsequent reading of specimen 1: 0.3240 in
First subsequent reading of specimen 2: 0.2968 in
First subsequent reading of specimen 3: 0.3023 in
Second subsequent reading of specimen 1: 0.3374 in
Second subsequent reading of specimen 2: 0.3095 in
Second subsequent reading of specimen 3: 0.3151 in
Third subsequent reading of specimen 1: 0.3545 in
Third subsequent reading of specimen 2: 0.3261 in
Third subsequent reading of specimen 3: 0.3323 in
Percent change in length specimen 1 (zero reading): 0.0770
Percent change in length specimen 2 (zero reading): 0.0740
Percent change in length specimen 3 (zero reading): 0.0750
Percent change in length specimen 1 (first reading): 0.0840 %
Percent change in length specimen 2 (first reading): 0.0830 %
Percent change in length specimen 3 (first reading): 0.0930 %
Percent change in length specimen 1 (second reading): 0.2180 %
Percent change in length specimen 2 (second reading): 0.2100 %
Percent change in length specimen 3 (second reading): 0.2210 %
Percent change in length specimen 1 (third reading): 0.3890 %
Percent change in length specimen 2 (third reading): 0.3760 %
Percent change in length specimen 3 (third reading): 0.3930 %
Average percent change in length (zero reading): 0.0753
Average percent change in length (first reading): 0.0867 %
Average percent change in length (second reading): 0.2163 %
Average percent change in length (third reading): 0.3860 %
General comments (publicly viewable) (Max 1000 characters): Initial, Zero, 7 day, 14 day and 28 day readings input.
Test was verified on 7/11/2022 ✔