Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 66669 DEA: JMF-DATA EFIS: JMF-DATA
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for storing JMF sample data
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2025-10-28-65
TL Number from the TL Form:
Sample Submitted By Organization: Jaxon Enterprises - Deer Creek Rock & Asphalt
Sample Organization Contact: (559) 793-0903
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 10/28/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/21/2024
The quantity of what the sample constitutes: JMF
A brief description of the sample: 1/2" Crushed
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: LeGrand Asphalt
Source Identification (SMARA, name of Pit or Job Site): 91-24-0007
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: Stockpile
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2025-10-28-65-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 11/18/2025
Date Tested: 11/18/2025
Submitted By Organization: Jaxon Enterprises - Deer Creek Rock & Asphalt
Organization Address: 27671 Avenue 120,
Organization City: Porterville
Organization State: CA
Organization Zipcode: 93257
Organization Email: jordanb@jaxonaggregates.com
Organization Phone: (530) 227-0982
General Comments for this Test: Submitted from JMF - Michael Davis
Test Result Compliance:
Additional Comments When Verified:
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What type of gradation is being tested?
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HMA Gradation
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Cumulative percent passing the 2 in. sieve
|
100 %
|
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Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/8 in. sieve
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39 %
|
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Cumulative percent passing the #4 sieve
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1 %
|
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Cumulative percent passing the #8 sieve
|
1 %
|
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Cumulative percent passing the #16 sieve
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1 %
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Cumulative percent passing the #30 sieve
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1 %
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Cumulative percent passing the #50 sieve
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1 %
|
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Cumulative percent passing the #100 sieve
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1 %
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Cumulative percent passing the #200 sieve
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1 %
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