Sample Record for 2020-06-04-41
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Project Information
Project ID: 212535 DEA: 031A9204 EFIS: 0300020608
QA Service Level: 1
DIST-CO-RTE-PM: 03-SUT-20-5-11.3
Work Description: SUTTER BYPASS WIDENING AND REHAB
Location Description: NEAR YUBA CITY FROM SUTTER BYPASS TO 0.1 MILE WEST OF LYTLE ROAD.
Contractor Name: KNIFE RIVER CONSTRUCTION
Contractor Address: 1764 SKYWAY DR., CHICO, CA 95928
Resident Engineer: Anthony Granados Structure Rep.: Glen Lawson
Sample Information
DIME Sample ID: 2020-06-04-41
TL Number from the TL Form: C693829
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: 06/04/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/05/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4 " RHMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF20-023B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: KRC Hallwood
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-58-0002 (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: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 9
DIME Test ID: 2020-06-04-41-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 02/22/2021
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: JMF20-023B. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: Correction:JMF20-023B
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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
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|
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
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96 %
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Percentage of fractured, fine, 1 faced particles tested
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96 %
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Test 2 of 9
DIME Test ID: 2020-06-04-41-2
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: 02/23/2021
Date Tested: 06/18/2020
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: JMF20-023B. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-023B
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Grading designation
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C
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|
Percent loss after 100 revolutions
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3 %
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Percent loss after 500 revolutions
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17 %
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Test 3 of 9
DIME Test ID: 2020-06-04-41-3
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: 02/23/2021
Date Tested: 06/08/2020
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: JMF20-023B. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-023B
Test 4 of 9
DIME Test ID: 2020-06-04-41-4
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 02/23/2021
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: JMF20-023B. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-023B
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What test method is performed?
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Method A
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|
Bulk dry specific gravity
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2.683
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Average uncompacted voids
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46.6 %
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Test 5 of 9
DIME Test ID: 2020-06-04-41-5
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: 02/23/2021
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: JMF20-023B. Test date estimated. Thom Stinnett
Test Result Compliance: complies
Additional Comments When Verified: JMF20-023B
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Method
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B
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Determination
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By Mass
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Dimensional ratio used
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5:1
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Weighted percentage of particles (by mass) that were flat and elongated
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1 %
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Weighted percentage of particles (by mass) that were not flat and elongated
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99 %
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Test 6 of 9
DIME Test ID: 2020-06-04-41-6
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 02/23/2021
Date Tested: 06/11/2020
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: JMF20-023B. Test date estimated. Jeff Herbert
Test Result Compliance: complies
Additional Comments When Verified: JMF20-023B
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Plastic Index(PI)
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NP
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Liquid Limit (LL)
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0 %
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Plastic Limit (PL)
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0 %
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Test 7 of 9
DIME Test ID: 2020-06-04-41-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 02/23/2021
Date Tested: 06/10/2020
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: JMF20-023B. Test date estimated. Report only.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-023B
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Basis for relative density testing
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Bulk
|
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Specific Gravity
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2.767
|
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Absorption
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0.8 %
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Test 8 of 9
DIME Test ID: 2020-06-04-41-8
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 02/23/2021
Date Tested: 06/09/2020
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: JMF20-023B. Test date estimated. Report Only.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-023B
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Bulk specific gravity
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2.683
|
|
Bulk specific gravity (SSD Basis)
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2.728
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Apparent specific gravity
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2.809
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Absorption
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1.7 %
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Test 9 of 9
DIME Test ID: 2020-06-04-41-9
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 02/23/2021
Date Tested: 06/05/2020
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: JMF20-023B. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-023B
|
What type of gradation is being tested?
|
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
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100 %
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Cumulative percent passing the 3/4 in. sieve
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97 %
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Cumulative percent passing the 1/2 in. sieve
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79 %
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Cumulative percent passing the 3/8 in. sieve
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61 %
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Cumulative percent passing the #4 sieve
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28 %
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Cumulative percent passing the #8 sieve
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17 %
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Cumulative percent passing the #16 sieve
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10 %
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Cumulative percent passing the #30 sieve
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7 %
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Cumulative percent passing the #50 sieve
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4 %
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Cumulative percent passing the #100 sieve
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3 %
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Cumulative percent passing the #200 sieve
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1.9 %
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