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Sample Record for 2021-04-28-28

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Project Information

Project ID: 212914 DEA: 031E0604 EFIS: 0312000068 QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-70-15.5/16.5
Work Description: SIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055.
Location Description: NEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019.
Contractor Name: MCM Construction
Contractor Address: PO Box 620, North Highlands, Ca 95660
Resident Engineer: Manoharan Selvendran Structure Rep.: Travis Christie

Sample Information

DIME Sample ID: 2021-04-28-28
TL Number from the TL Form: C741863
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: 04/28/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/28/2021
The quantity of what the sample constitutes: 3 Bags of Aggregate
A brief description of the sample: 3/4" (Nominal size) Untreated Virgin Aggregate
From where was the sample collected: Source
Laboratory sample identification: JMF21-024
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert-Hallwood Plant

Material Information

Source Identification (SMARA or name of Pit): 91-58-0006::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: 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: 2021-04-28-28-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 06/28/2021
Date Tested: 06/08/2021
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: JMF21-024.
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 95 %
Weighted average percentage of fractured, coarse, 1 faced particles 99 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Test 2 of 9

DIME Test ID: 2021-04-28-28-2
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: 06/28/2021
Date Tested: 06/08/2021
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: JMF21-024.
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation C
Percent loss after 100 revolutions 5 %
Percent loss after 500 revolutions 19 %

Test 3 of 9

DIME Test ID: 2021-04-28-28-3
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: 06/28/2021
Date Tested: 06/07/2021
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: JMF21-024.
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 82

Test 4 of 9

DIME Test ID: 2021-04-28-28-4
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 06/28/2021
Date Tested: 06/08/2021
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: JMF21-024.
Test Result Compliance: complies
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.668
Average uncompacted voids 47.5 %

Test 5 of 9

DIME Test ID: 2021-04-28-28-5
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: 06/28/2021
Date Tested: 06/09/2021
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: JMF21-024. Weighted percentage of particles (by mass) that were flat and elongated * reported by the D-3 Lab = 0.3%. The DIME software requires a positive integer. Consequently, the lab test results have been rounded up or down accordingly, then submitted into DIME.
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 0 %
Weighted percentage of particles (by mass) that were not flat and elongated 100 %

Test 6 of 9

DIME Test ID: 2021-04-28-28-6
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 06/28/2021
Date Tested: 06/08/2021
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: JMF21-024.
Test Result Compliance: complies
Additional Comments When Verified:
Plastic Index(PI) 0
Liquid Limit (LL) 0 %
Plastic Limit (PL) 0 %

Test 7 of 9

DIME Test ID: 2021-04-28-28-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 06/28/2021
Date Tested: 06/09/2021
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: JMF21-024.
Test Result Compliance: not applicable
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.775
Absorption 0.8 %

Test 8 of 9

DIME Test ID: 2021-04-28-28-8
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 06/28/2021
Date Tested: 06/08/2021
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: JMF21-024.
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk specific gravity 2.668
Bulk specific gravity (SSD Basis) 2.725
Apparent specific gravity 2.829
Absorption 2.1 %

Test 9 of 9

DIME Test ID: 2021-04-28-28-9
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/28/2021
Date Tested: 06/07/2021
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: JMF21-024.
Test Result Compliance: complies
Additional Comments When Verified:
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 100 %
Cumulative percent passing the 1/2 in. sieve 87 %
Cumulative percent passing the 3/8 in. sieve 68 %
Cumulative percent passing the #4 sieve 33 %
Cumulative percent passing the #8 sieve 23 %
Cumulative percent passing the #16 sieve 16 %
Cumulative percent passing the #30 sieve 11 %
Cumulative percent passing the #50 sieve 7 %
Cumulative percent passing the #100 sieve 5 %
Cumulative percent passing the #200 sieve 3.7 %

Tests Assigned to this Sample

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