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Sample Record for 2020-05-08-36

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Project Information

Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-5-9.7/24.9
Work Description:
Location Description: Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Contractor Name: NOR CAL PAVING TEICHERT/GRANITE
Contractor Address: 400 Sunrise Ave. Ste. #300, Roseville, CA 95661
Resident Engineer: Daniel Tecle Structure Rep.: Pha Tran

Sample Information

DIME Sample ID: 2020-05-08-36
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: 05/08/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/11/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2 inch HMA -- A (SP)
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF20-014B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins Batch Plant

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-34-0045::ASPEN IV SOUTH
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: 1/2 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: 2020-05-08-36-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 12/09/2020
Date Tested: 05/13/2020
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: JMF20-014B. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified:
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 92 %
Weighted average percentage of fractured, coarse, 1 faced particles 99 %
Percentage of fractured, fine, 1 faced particles tested 98 %

Test 2 of 9

DIME Test ID: 2020-05-08-36-2
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: 12/09/2020
Date Tested: 05/13/2020
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: JMF20-014B. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation C
Percent loss after 100 revolutions 6 %
Percent loss after 500 revolutions 24 %

Test 3 of 9

DIME Test ID: 2020-05-08-36-3
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: 12/09/2020
Date Tested: 05/14/2020
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: JMF20-014B. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 87

Test 4 of 9

DIME Test ID: 2020-05-08-36-4
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 12/09/2020
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: JMF20-014B. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-014B
What test method is performed? Method A
Bulk dry specific gravity 2.68
Average uncompacted voids 46.2 %

Test 5 of 9

DIME Test ID: 2020-05-08-36-6
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
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
This test has been superseded on 12/09/2020.
Reason: retested

Test 6 of 9

DIME Test ID: 2020-05-08-36-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 12/09/2020
Date Tested: 05/14/2020
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: JMF20-014B. Test date estimated.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-014B
Basis for relative density testing Bulk
Specific Gravity 2.719
Absorption 1.1 %

Test 7 of 9

DIME Test ID: 2020-05-08-36-8
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 12/09/2020
Date Tested: 05/14/2020
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: JMF20-014B. Test date estimated.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-014B
Bulk specific gravity 2.680
Bulk specific gravity (SSD Basis) 2.714
Apparent specific gravity 2.776
Absorption 1.3 %

Test 8 of 9

DIME Test ID: 2020-05-08-36-9
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 12/09/2020
Date Tested: 05/13/2020
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: JMF20-014B. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-014B
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 97 %
Cumulative percent passing the 3/8 in. sieve 87 %
Cumulative percent passing the #4 sieve 52 %
Cumulative percent passing the #8 sieve 32 %
Cumulative percent passing the #16 sieve 21 %
Cumulative percent passing the #30 sieve 14 %
Cumulative percent passing the #50 sieve 9 %
Cumulative percent passing the #100 sieve 5 %
Cumulative percent passing the #200 sieve 2.1 %

Test 9 of 9

DIME Test ID: 2020-05-08-36-10
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 12/09/2020
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: JMF20-014B. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-014B
Plastic Index(PI) NP
Liquid Limit (LL) 0 %
Plastic Limit (PL) 0 %