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: 2019-11-15-17
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 11/15/2019
Date that the sample was received by the laboratory/organization performing the testing: 11/15/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Virgin 1/2-inch Type A Aggregate
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Pleasanton
Source Identification (SMARA or name of Pit): 91-01-0010::CALMAT/PLEASANTON
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: Hot Drop
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown
Aggregate Mix Number:
DIME Test ID: 2019-11-15-17-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 11/17/2019
Date Tested: 11/15/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested?
|
HMA Gradation
|
Does this test use 1/4 sieve? (question for HMA Gradation Type)
|
Yes
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Has the fine aggregate sample been reduced?
|
No
|
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
|
95.2 %
|
Cumulative percent passing the 3/8 in. sieve
|
78.4 %
|
Cumulative percent passing the 1/4 in. sieve
|
78.4 %
|
Cumulative percent passing the #4 sieve
|
48.5 %
|
Cumulative percent passing the #8 sieve
|
31.7 %
|
Cumulative percent passing the #16 sieve
|
19 %
|
Cumulative percent passing the #30 sieve
|
12.2 %
|
Cumulative percent passing the #50 sieve
|
7.5 %
|
Cumulative percent passing the #100 sieve
|
4.3 %
|
Cumulative percent passing the #200 sieve
|
2.7 %
|