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Sample Record for 2020-11-14-7

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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: Girmay Beyene Structure Rep.: Luis Guzman

Sample Information

DIME Sample ID: 2020-11-14-7
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - North Region Materials Lab
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 11/14/2020
Date that the sample was received by the laboratory/organization performing the testing: 01/07/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4" sized untreated virgin aggregates
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-004
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins - Continuous Plant Dreyer Drum

Material Information

Source Identification (SMARA or name of Pit): 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: HMA Plant 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:
Test results on following page(s): 9

Test Results

Test 1 of 9

DIME Test ID: 2020-11-14-7-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 03/25/2021
Date Tested: 02/22/2021
Submitted By Organization: CT D03 - North Region Materials Lab
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: JMF21-004.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-004
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 96 %
Percentage of fractured, fine, 1 faced particles tested 97 %

Test 2 of 9

DIME Test ID: 2020-11-14-7-2
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: 03/25/2021
Date Tested: 02/25/2021
Submitted By Organization: CT D03 - North Region Materials Lab
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: JMF21-004.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-004
Grading designation C
Percent loss after 100 revolutions 5 %
Percent loss after 500 revolutions 22 %

Test 3 of 9

DIME Test ID: 2020-11-14-7-3
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: 03/25/2021
Date Tested: 02/23/2021
Submitted By Organization: CT D03 - North Region Materials Lab
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: JMF21-004.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-004. The Sand Equivalent reported is 79, which is an average of three tests. The lab tester’s test card notes are not available. Therefore, the District 3 lab’s CEM-3513 reported value, 79, was used for all four of the entries submitted in DIME.
Sand Equivalent 79

Test 4 of 9

DIME Test ID: 2020-11-14-7-4
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 03/25/2021
Date Tested: 02/23/2021
Submitted By Organization: CT D03 - North Region Materials Lab
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: JMF21-004.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-004
What test method is performed? Method A
Bulk dry specific gravity 2.668
Average uncompacted voids 46.8 %

Test 5 of 9

DIME Test ID: 2020-11-14-7-5
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: 03/25/2021
Date Tested: 02/23/2021
Submitted By Organization: CT D03 - North Region Materials Lab
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: JMF21-004.
Test Result Compliance: complies
Additional Comments When Verified: Weighted percentage of particles (by mass) that were flat and elongated * reported by the D-3 Lab = 1.4%. The DIME software requires an integer. Therefore, the lab test results have been rounded up or down accordingly, then submitted into DIME.
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: 2020-11-14-7-6
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 03/25/2021
Date Tested: 02/23/2021
Submitted By Organization: CT D03 - North Region Materials Lab
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: JMF21-004.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-004. Per the D-3 Lab MREA, no plastic in fine aggregate – no test performed.
Plastic Index(PI) NP
Liquid Limit (LL) 0 %
Plastic Limit (PL) 0 %

Test 7 of 9

DIME Test ID: 2020-11-14-7-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 03/25/2021
Date Tested: 02/24/2021
Submitted By Organization: CT D03 - North Region Materials Lab
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: JMF21-004.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF21-004. Report only.
Basis for relative density testing Bulk
Specific Gravity 2.72
Absorption 1 %

Test 8 of 9

DIME Test ID: 2020-11-14-7-8
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 03/25/2021
Date Tested: 02/23/2021
Submitted By Organization: CT D03 - North Region Materials Lab
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: JMF21-004.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF21-004. Report only.
Bulk specific gravity 2.668
Bulk specific gravity (SSD Basis) 2.707
Apparent specific gravity 2.776
Absorption 1.5 %

Test 9 of 9

DIME Test ID: 2020-11-14-7-9
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 03/25/2021
Date Tested: 02/12/2021
Submitted By Organization: CT D03 - North Region Materials Lab
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: JMF21-004.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-004
What type of gradation is being tested? HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) No
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 86 %
Cumulative percent passing the 3/8 in. sieve 79 %
Cumulative percent passing the #4 sieve 44 %
Cumulative percent passing the #8 sieve 30 %
Cumulative percent passing the #16 sieve 21 %
Cumulative percent passing the #30 sieve 15 %
Cumulative percent passing the #50 sieve 10 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 4.4 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.