Sample Record for 2020-05-13-34
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Project Information
Project ID: 212324 DEA: 033F5104 EFIS: 0313000020
QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-20-R18.1/R20.1
Work Description: Construct bridge, realign curve & widen shoulders.
Location Description: Construction on state highway in Yuba County near Smartsville from the Yuba River Bridge to 0.3 mile east of Smartsville Road.
Contractor Name: Flatiron West, Inc.
Contractor Address: 2100 Goodyear Road, Benicia, CA 94510
Resident Engineer: Aaron Chamberlin Structure Rep.: Brent Bullard
Sample Information
DIME Sample ID: 2020-05-13-34
TL Number from the TL Form: c741853
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 05/13/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/13/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2 inch HMA -A with RAP
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Materials Hallwood
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-58-0006::HALLWOOD PLANT
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: Cold Feed
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:
Test Results
Test 1 of 9
DIME Test ID: 2020-05-13-34-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 11/10/2020
Date Tested: 06/15/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF 20-020
Test Result Compliance: complies
Additional Comments When Verified: JMF20-020
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Method
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2 - Individual Fracture Determination
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|
Aggregate Size and Fracture Type
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Coarse 1 and 2 Faced and Fine 1 Faced
|
|
Weighted average percentage of fractured, coarse, 2 faced particles
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92 %
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Weighted average percentage of fractured, coarse, 1 faced particles
|
95 %
|
|
Percentage of fractured, fine, 1 faced particles tested
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98 %
|
Test 2 of 9
DIME Test ID: 2020-05-13-34-2
Test Method: AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)
Verified Date: 11/10/2020
Date Tested: 06/15/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-020
Test Result Compliance: complies
Additional Comments When Verified: JMF20-020
|
Grading designation
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C
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|
Percent loss after 100 revolutions
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5 %
|
|
Percent loss after 500 revolutions
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19 %
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Test 3 of 9
DIME Test ID: 2020-05-13-34-3
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 11/11/2020
Date Tested: 06/17/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: The CEM 3513 original hardcopy, effective on 6-23-2020, indicates a test result of 80. Individual test results from the lab tester are not available, thus the use of 80 for all test fields
Test Result Compliance: complies
Additional Comments When Verified: JMF 20-020
Test 4 of 9
DIME Test ID: 2020-05-13-34-4
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 11/11/2020
Date Tested: 06/12/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified: JMF20-020
|
What test method is performed?
|
Method A
|
|
Bulk dry specific gravity
|
2.732
|
|
Average uncompacted voids
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48.5 %
|
Test 5 of 9
DIME Test ID: 2020-05-13-34-5
Test Method: ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)
Verified Date: 11/11/2020
Date Tested: 05/15/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified: JMF20-020
|
Method
|
B
|
|
Determination
|
By Mass
|
|
Dimensional ratio used
|
5:1
|
|
Weighted percentage of particles (by mass) that were flat and elongated
|
1 %
|
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
99 %
|
Test 6 of 9
DIME Test ID: 2020-05-13-34-6
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 11/11/2020
Date Tested: 05/15/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-020
Test Result Compliance: complies
Additional Comments When Verified: JMF20-020
|
Plastic Index(PI)
|
NP
|
|
Liquid Limit (LL)
|
0 %
|
|
Plastic Limit (PL)
|
0 %
|
Test 7 of 9
DIME Test ID: 2020-05-13-34-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 11/11/2020
Date Tested: 05/28/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-020
Test Result Compliance: complies
Additional Comments When Verified: JMF20-020
|
Basis for relative density testing
|
Bulk
|
|
Specific Gravity
|
2.792
|
|
Absorption
|
0.8 %
|
Test 8 of 9
DIME Test ID: 2020-05-13-34-8
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 11/11/2020
Date Tested: 05/15/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-020
Test Result Compliance: complies
Additional Comments When Verified: JMF20-020
|
Bulk specific gravity
|
2.732
|
|
Bulk specific gravity (SSD Basis)
|
2.765
|
|
Apparent specific gravity
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2.826
|
|
Absorption
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1.2 %
|
Test 9 of 9
DIME Test ID: 2020-05-13-34-9
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 11/11/2020
Date Tested: 05/15/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-020
Test Result Compliance: complies
Additional Comments When Verified: JMF20-020
|
What type of gradation is being tested?
|
HMA Gradation
|
|
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
|
99 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
87 %
|
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Cumulative percent passing the #4 sieve
|
57 %
|
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Cumulative percent passing the #8 sieve
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39 %
|
|
Cumulative percent passing the #16 sieve
|
27 %
|
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Cumulative percent passing the #30 sieve
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20 %
|
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Cumulative percent passing the #50 sieve
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12 %
|
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Cumulative percent passing the #100 sieve
|
7 %
|
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Cumulative percent passing the #200 sieve
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4.6 %
|
