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Sample Record for 2020-08-12-46

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Project Information

Project ID: 214899 DEA: 033H4504 EFIS: 0318000001 QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-50-33.8/34.2
Work Description: CONSTRUCT RW, WIDEN RDWY, COLD PLANE AC PVMT, & HMA OVERLAY.
Location Description: EL DORADO COUNTY AT FRESH POND FROM 0.6 TO 0.2 MILE WEST OF FOREST ROAD/OUTER LIMITS LANE
Contractor Name: BRIDGEWAY CIVIL CONSTRUCTORS, INC.
Contractor Address: 4950 Allison Parkway, # A, Vacaville, CA 95866
Resident Engineer: Jody Phillips Structure Rep.: Dave Carlin

Sample Information

DIME Sample ID: 2020-08-12-46
TL Number from the TL Form: C788460
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: 08/12/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/13/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4 inch HMA - A
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF20-034
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Aggresgates - Grantline Plant

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-34-0047
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: 2020-08-12-46-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 12/14/2020
Date Tested: 08/14/2020
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: JMF20-034. Test date estimated
Test Result Compliance: complies
Additional Comments When Verified: JMF20-034
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 91 %
Weighted average percentage of fractured, coarse, 1 faced particles 97 %
Percentage of fractured, fine, 1 faced particles tested 98 %

Test 2 of 9

DIME Test ID: 2020-08-12-46-2
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: 12/14/2020
Date Tested: 08/14/2020
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: JMF20-034. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-034
Grading designation C
Percent loss after 100 revolutions 6 %
Percent loss after 500 revolutions 27 %

Test 3 of 9

DIME Test ID: 2020-08-12-46-3
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: 12/14/2020
Date Tested: 08/17/2020
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: JMF20-034. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-034
Sand Equivalent 78

Test 4 of 9

DIME Test ID: 2020-08-12-46-4
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 12/14/2020
Date Tested: 08/17/2020
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: JMF20-034. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-034
What test method is performed? Method A
Bulk dry specific gravity 2.674
Average uncompacted voids 48.5 %

Test 5 of 9

DIME Test ID: 2020-08-12-46-5
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: 12/14/2020
Date Tested: 08/17/2020
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: JMF20-034. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-034
Method B
Determination By Number
Dimensional ratio used 5:1
Weighted percentage of particles (by number) that were flat and elongated 3.9 %
Weighted percentage of particles (by number) that were not flat and elongated 96.1 %

Test 6 of 9

DIME Test ID: 2020-08-12-46-6
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 12/14/2020
Date Tested: 08/17/2020
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: JMF20-034
Test Result Compliance: complies
Additional Comments When Verified: JMF20-034
Plastic Index(PI) NP
Liquid Limit (LL) 0 %
Plastic Limit (PL) 0 %

Test 7 of 9

DIME Test ID: 2020-08-12-46-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 12/14/2020
Date Tested: 08/17/2020
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: JMF20-034. Test date estimated.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-034
Basis for relative density testing Bulk
Specific Gravity 2.693
Absorption 1.4 %

Test 8 of 9

DIME Test ID: 2020-08-12-46-8
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 12/14/2020
Date Tested: 08/17/2020
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: JMF20-034. Test date estimated.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-034
Bulk specific gravity 2.674
Bulk specific gravity (SSD Basis) 2.717
Apparent specific gravity 2.794
Absorption 1.6 %

Test 9 of 9

DIME Test ID: 2020-08-12-46-9
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 12/14/2020
Date Tested: 08/17/2020
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: JMF20-034. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-034
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 85 %
Cumulative percent passing the 3/8 in. sieve 72 %
Cumulative percent passing the #4 sieve 49 %
Cumulative percent passing the #8 sieve 36 %
Cumulative percent passing the #16 sieve 27 %
Cumulative percent passing the #30 sieve 20 %
Cumulative percent passing the #50 sieve 13 %
Cumulative percent passing the #100 sieve 8 %
Cumulative percent passing the #200 sieve 3.9 %