Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
DEA: No Project
QA Service Level:
DIST-CO-RTE-PM: ---
Work Description: Special project identifier for material not associated with a project
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2025-09-17-34
TL Number from the TL Form:
Sample Submitted By Organization: Stonemont Solutions, Incorporated
Sample Organization Contact: (970) 674-1148
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 09/17/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/18/2025
The quantity of what the sample constitutes: 40 of 1500
A brief description of the sample: sand
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: winsor
Source Identification (SMARA, name of Pit or Job Site): 1234
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: shovel
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1-1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2025-09-17-34-1
Test Method: ASTM C136-06: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 09/18/2025
Date Tested: 09/18/2025
Submitted By Organization: Stonemont Solutions, Incorporated
Organization Address: 128 North 6th Street, Suite A,
Organization City: Windsor
Organization State: CO
Organization Zipcode: 80550
Organization Email: jbeal@stonemont.com
Organization Phone: (970) 674-1148
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What type of gradation is being tested?
|
Combined Gradation
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
90 %
|
|
Cumulative percent passing the 1 in. sieve
|
80 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
85 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
80 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
75 %
|
|
Cumulative percent passing the #4 sieve
|
70 %
|
|
Cumulative percent passing the #8 sieve
|
65 %
|
|
Cumulative percent passing the #16 sieve
|
60 %
|
|
Cumulative percent passing the #30 sieve
|
55 %
|
|
Cumulative percent passing the #50 sieve
|
40 %
|
|
Cumulative percent passing the #100 sieve
|
15 %
|
|
Cumulative percent passing the #200 sieve
|
5 %
|
