Print Report | Back to Sample Detail

Sample Record for 2022-04-26-4

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 8801 DEA: AML-CEM EFIS: AML-CEM QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for Cementitious Materials for use in Concrete Authorized Material List (AML)
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-04-26-4
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Sample Organization Contact: (916) 227-7071
Type of Sample: Annual Source Testing
Type of Material: Cementitious
Sample Taken Date: 04/26/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/26/2022
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Natural Pozzolan ASR Control
From where was the sample collected: Source
Laboratory sample identification: CM22ASR1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Nevada Cement Fernley

Material Information

Brand: Nevada Cement
Mill: Fernley Nevada
Type of Cementitious Material: Class F or N Flyash
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2022-04-26-4-1
Test Method: ASTM C1260-14: Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)
Verified Date: 05/12/2022
Date Tested: 05/12/2022
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test: Only initial, one day and 14 day readings were taken. Ignore "first reading" and "second reading" results.
Test Result Compliance:
Additional Comments When Verified:
Type and source of aggregate Borosilicate Glass
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 0.53
Comments about aggregate preparation no data
Comments about specimen features no data
Amount of mixing water 207 ml
Percent change in length specimen 1 (zero reading) 0.0390
Percent change in length specimen 2 (zero reading) 0.0410
Percent change in length specimen 3 (zero reading) 0.0390
Percent change in length specimen 1 (first reading) 7.2480 %
Percent change in length specimen 2 (first reading) 6.9880 %
Percent change in length specimen 3 (first reading) 6.9930 %
Percent change in length specimen 1 (second reading) 7.2480 %
Percent change in length specimen 2 (second reading) 6.9880 %
Percent change in length specimen 3 (second reading) 6.9930 %
Percent change in length specimen 1 (third reading) 0.6930 %
Percent change in length specimen 2 (third reading) 0.7580 %
Percent change in length specimen 3 (third reading) 0.7390 %
Average percent change in length (zero reading) 0.0397
Average percent change in length (first reading) 7.0763 %
Average percent change in length (second reading) 7.0763 %
Average percent change in length (third reading) 0.7300 %

Test 2 of 2

DIME Test ID: 2022-04-26-4-2
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)
Verified Date: 01/11/2023
Date Tested: 04/26/2022
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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
Percent change in length specimen 1 (zero reading) 0.0390 %
Percent change in length specimen 2 (zero reading) 0.0410 %
Percent change in length specimen 3 (zero reading) 0.0390 %
Percent change in length specimen 1 (first reading) -2.7520 %
Percent change in length specimen 2 (first reading) -3.0120 %
Percent change in length specimen 3 (first reading) -3.0070 %
Percent change in length specimen 1 (second reading) -2.7520 %
Percent change in length specimen 2 (second reading) -3.0120 %
Percent change in length specimen 3 (second reading) -3.0070 %
Percent change in length specimen 1 (third reading) 0.6930 %
Percent change in length specimen 2 (third reading) 0.7580 %
Percent change in length specimen 3 (third reading) 0.7390 %
Average percent change in length (zero reading) 0.0397 %
Average percent change in length (first reading) -2.9237 %
Average percent change in length (second reading) -2.9237 %
Average percent change in length (third reading) 0.7300 %