Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215424 DEA: 024G4404 EFIS: 0214000013
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3-38.0/38.6
Work Description: BRIDGE REPLACEMENT
Location Description: SISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
Contractor Name: Steelhead Constructors
Contractor Address: 2940 INNSBRUCK DRIVE, REDDING CA 96003
Resident Engineer: Nicole Mallory Structure Rep.: Andy O'Sullivan
DIME Sample ID: 2021-05-24-50
TL Number from the TL Form: 897297
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 05/24/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/24/2021
The quantity of what the sample constitutes: Verification of JMF 21-04-S01
A brief description of the sample: Sized Untreated Dust Virgin Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D78808C
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis - Nortstate Asphalt, Redding, CA
Source Identification (SMARA, name of Pit or Job Site): 91-45-0057
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: Sized Untreated Virgin Stockpile
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: fine
The concrete mix design number: JMF 21-04-S01
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2021-05-24-50-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/03/2021
Date Tested: 05/26/2021
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested?
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HMA Gradation
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Does this test use 1/4 sieve? (question for HMA Gradation Type)
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Yes
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Has the fine aggregate sample been reduced?
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No
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Total mass of material in the sample
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512.4 grams
|
Cumulative mass retained on the 1 1/2 in. sieve
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0 grams
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Cumulative mass retained on the 1 in. sieve
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0 grams
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Cumulative mass retained on the 3/4 in. sieve
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0 grams
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Cumulative mass retained on the 1/2 in. sieve
|
0 grams
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Cumulative mass retained on the 3/8 in. sieve
|
0 grams
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Cumulative mass retained on the 1/4 in. sieve
|
0 grams
|
Cumulative mass retained on the #4 sieve
|
10.5 grams
|
Cumulative mass retained on the #8 sieve
|
156.7 grams
|
Cumulative mass retained on the #16 sieve
|
268.1 grams
|
Cumulative mass retained on the #30 sieve
|
339.9 grams
|
Cumulative mass retained on the #50 sieve
|
389.5 grams
|
Cumulative mass retained on the #100 sieve
|
421 grams
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Cumulative mass retained on the #200 sieve
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439.3 grams
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Cumulative mass retained on the pan
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no data
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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
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100 %
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Cumulative percent passing the 3/4 in. sieve
|
100 %
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Cumulative percent passing the 1/2 in. sieve
|
100 %
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Cumulative percent passing the 3/8 in. sieve
|
100 %
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Cumulative percent passing the 1/4 in. sieve
|
100 %
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Cumulative percent passing the #4 sieve
|
98 %
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Cumulative percent passing the #8 sieve
|
67.4 %
|
Cumulative percent passing the #16 sieve
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45.7 %
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Cumulative percent passing the #30 sieve
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31.6 %
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Cumulative percent passing the #50 sieve
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21.9 %
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Cumulative percent passing the #100 sieve
|
15.8 %
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Cumulative percent passing the #200 sieve
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12.22 %
|