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: 2024-03-28-2
TL Number from the TL Form:
Sample Submitted By Organization: Teichert Materials - Sacramento
Sample Organization Contact: (916) 386-6974
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 03/28/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/28/2024
The quantity of what the sample constitutes: Production
A brief description of the sample: 3/8"
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Grantline
Source Identification (SMARA, name of Pit or Job Site): 91-34-0047
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: Asphalt Hot Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/8 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2024-03-28-2-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 03/28/2024
Date Tested: 03/28/2024
Submitted By Organization: Teichert Materials - Sacramento
Organization Address: 3500 American River Drive,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95864
Organization Email: egifford@teichert.com
Organization Phone: (916) 386-6974
General Comments for this Test: Submitted from JMF - Eric Gifford
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 1 1/2 in. sieve
|
100 %
|
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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
|
89 %
|
|
Cumulative percent passing the #4 sieve
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14 %
|
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Cumulative percent passing the #8 sieve
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2 %
|
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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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no data
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Cumulative percent passing the #50 sieve
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no data
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Cumulative percent passing the #100 sieve
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no data
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Cumulative percent passing the #200 sieve
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no data
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