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Sample Record for 2025-05-22-57

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: 2025-05-22-57
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: Preliminary
Type of Material: Cementitious
Sample Taken Date: 05/22/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/22/2025
The quantity of what the sample constitutes: 1 Bags
A brief description of the sample: 3/8" Aggregate
From where was the sample collected: Supplier
Laboratory sample identification: CM252003
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Rock, Bishop, 5 Bridges pit

Material Information

Brand: Granite Rock
Mill: 5 Bridges pit in Bishop
Type of Cementitious Material: Class F or N Flyash
Test results on following page(s): 1

Test Results

Test

DIME Test ID: 2025-05-22-57-1
Test Method: ASTM C1260-14: Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)
Verified Date: 03/06/2026
Date Tested: 07/30/2025
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 aggregate Granite, Bishop
Type and source of Portland cement CCRL Lot 6
Alkali content of cement as percent potassium oxide .75
Alkali content of cement as percent sodium oxide .24
Alkali content of cement as percent calculated sodium oxide .74
Comments about aggregate preparation no data
Comments about specimen features no data
Amount of mixing water 275.7
Average percent change in length (zero reading) 0.0000
Average percent change in length (first reading) 0.1400 %
Average percent change in length (second reading) 0.1600 %
Average percent change in length (third reading) 0.1800 %