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Sample Record for 2020-07-06-38

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Project Information

Project ID: 214801 DEA: 031G6504 EFIS: 0319000105 QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA,NEV-89-21.5/21.6,0.0/0.5
Work Description: COLD PLANE AC PAVEMENT AND PLACE HMA (TYPE A).
Location Description: PLACER AND NEVADA COUNTIES IN AND NEAR TRUCKEE FROM WEST RIVER STREET TO 0.2 MILE NORTH OF DEERFIELD DRIVE
Contractor Name: All-American Construction, Inc.
Contractor Address: P.O. Box 536, Live Oak, CA 95953
Resident Engineer: Bojana Guiterrez Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-07-06-38
TL Number from the TL Form:
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: 07/06/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/07/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4 inch HMA - A w/RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF20-031
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert - Martis Valley Plant

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-29-0004
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: Batch Plant Hot Bins
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 on following page(s): 9

Test Results

Test 1 of 9

DIME Test ID: 2020-07-06-38-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 12/15/2020
Date Tested: 07/08/2020
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: JMF20-031. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-031
Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Coarse 1 and 2 Faced and Fine 1 Faced
Weighted average percentage of fractured, coarse, 2 faced particles 96 %
Weighted average percentage of fractured, coarse, 1 faced particles 98 %
Percentage of fractured, fine, 1 faced particles tested 99 %

Test 2 of 9

DIME Test ID: 2020-07-06-38-2
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: 12/15/2020
Date Tested: 07/09/2020
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: JMF20-031. Test dated estimated.
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation C
Percent loss after 100 revolutions 6 %
Percent loss after 500 revolutions 28 %

Test 3 of 9

DIME Test ID: 2020-07-06-38-3
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: 12/15/2020
Date Tested: 07/09/2020
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: JMF20-031. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 78

Test 4 of 9

DIME Test ID: 2020-07-06-38-4
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 12/15/2020
Date Tested: 07/09/2020
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: JMF20-031. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-031
What test method is performed? Method A
Bulk dry specific gravity 2.538
Average uncompacted voids 46.4 %

Test 5 of 9

DIME Test ID: 2020-07-06-38-5
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: 12/15/2020
Date Tested: 07/13/2020
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: JMF20-031. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified:
Method B
Determination By Mass
Dimensional ratio used 5:1
Weighted percentage of particles (by mass) that were flat and elongated 2 %
Weighted percentage of particles (by mass) that were not flat and elongated 98 %

Test 6 of 9

DIME Test ID: 2020-07-06-38-6
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 12/15/2020
Date Tested: 07/13/2020
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: JMF20-031. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-031
Plastic Index(PI) NP
Liquid Limit (LL) 0 %
Plastic Limit (PL) 0 %

Test 7 of 9

DIME Test ID: 2020-07-06-38-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 12/15/2020
Date Tested: 07/14/2020
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: JMF20-031. Test date estimate.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-031
Basis for relative density testing Bulk
Specific Gravity 2.573
Absorption 2.3 %

Test 8 of 9

DIME Test ID: 2020-07-06-38-8
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 12/15/2020
Date Tested: 07/14/2020
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: JMF20-031. Test date estimated.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-031
Bulk specific gravity 2.538
Bulk specific gravity (SSD Basis) 2.618
Apparent specific gravity 2.758
Absorption 3.1 %

Test 9 of 9

DIME Test ID: 2020-07-06-38-9
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 12/15/2020
Date Tested: 07/15/2020
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: JMF20-031. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-031
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 99 %
Cumulative percent passing the 1/2 in. sieve 83 %
Cumulative percent passing the 3/8 in. sieve 66 %
Cumulative percent passing the #4 sieve 47 %
Cumulative percent passing the #8 sieve 31 %
Cumulative percent passing the #16 sieve 21 %
Cumulative percent passing the #30 sieve 15 %
Cumulative percent passing the #50 sieve 11 %
Cumulative percent passing the #100 sieve 8 %
Cumulative percent passing the #200 sieve 4.7 %