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Sample Record for 2020-11-24-27

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Project Information

Project ID: 66667 DEA: JMFPP EFIS: 0019000043 QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-11-24-27
TL Number from the TL Form: 911412
Sample Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 11/24/2020
Date that the sample was received by the laboratory/organization performing the testing: 11/30/2020
The quantity of what the sample constitutes: 2 bags RAP 1 bag mineral filler 3 bags for each bin 1-4
A brief description of the sample: 3/4" Aggregate for JMF Verification
From where was the sample collected: Source
Laboratory sample identification: 20-JMFPP-0228
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Syar Industries

Material Information

Source Identification (SMARA or name of Pit): 91-48-0002
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample: Batch plant bins
The plant number:
A detailed description of where the material sample was collected: Cold feeds
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

Test 1 of 6

DIME Test ID: 2020-11-24-27-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 01/07/2021
Date Tested: 01/06/2021
Submitted By Organization: CT D01 - Field Laboratory
Organization Address: 1726 Albee St,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 445-6373
General Comments for this Test: Combined Gradation from 4 bins. Bin 1 @ 30%, Bin 2 @ 18%, Bin 3 @ 18% and Bin 4 @ 17%.
Test Result Compliance:
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 83 %
Cumulative percent passing the 1 in. sieve 83 %
Cumulative percent passing the 3/4 in. sieve 81.5 %
Cumulative percent passing the 1/2 in. sieve 65.4 %
Cumulative percent passing the 3/8 in. sieve 56.9 %
Cumulative percent passing the #4 sieve 37.9 %
Cumulative percent passing the #8 sieve 24.8 %
Cumulative percent passing the #16 sieve 15.1 %
Cumulative percent passing the #30 sieve 10.4 %
Cumulative percent passing the #50 sieve 6.7 %
Cumulative percent passing the #100 sieve 4.3 %
Cumulative percent passing the #200 sieve 3 %

Test 2 of 6

DIME Test ID: 2020-11-24-27-6
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 01/07/2021
Date Tested: 01/07/2021
Submitted By Organization: CT D01 - Field Laboratory
Organization Address: 1726 Albee St,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 445-6373
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.597
Absorption 3.2 %

Test 3 of 6

DIME Test ID: 2020-11-24-27-7
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 01/07/2021
Date Tested: 01/07/2021
Submitted By Organization: CT D01 - Field Laboratory
Organization Address: 1726 Albee St,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 445-6373
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity 2.504
Bulk specific gravity (SSD Basis) 2.622
Apparent specific gravity 2.838
Absorption 4.7 %

Test 4 of 6

DIME Test ID: 2020-11-24-27-8
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: 01/07/2021
Date Tested: 01/06/2021
Submitted By Organization: CT D01 - Field Laboratory
Organization Address: 1726 Albee St,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 445-6373
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 70

Test 5 of 6

DIME Test ID: 2020-11-24-27-9
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 01/08/2021
Date Tested: 01/06/2021
Submitted By Organization: CT D01 - Field Laboratory
Organization Address: 1726 Albee St,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 445-6373
General Comments for this Test: Combined Gradation from 4 bins. Bin 1 @ 30%, Bin 2 @ 18%, Bin 3 @ 18% and Bin 4 @ 17%. And 2% Mineral Filler
Test Result Compliance:
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 85 %
Cumulative percent passing the 1 in. sieve 85 %
Cumulative percent passing the 3/4 in. sieve 83.5 %
Cumulative percent passing the 1/2 in. sieve 67.4 %
Cumulative percent passing the 3/8 in. sieve 58.9 %
Cumulative percent passing the #4 sieve 39.9 %
Cumulative percent passing the #8 sieve 26.8 %
Cumulative percent passing the #16 sieve 17.1 %
Cumulative percent passing the #30 sieve 12.4 %
Cumulative percent passing the #50 sieve 8.7 %
Cumulative percent passing the #100 sieve 6 %
Cumulative percent passing the #200 sieve 4.3 %

Test 6 of 6

DIME Test ID: 2020-11-24-27-10
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 01/08/2021
Date Tested: 01/06/2021
Submitted By Organization: CT D01 - Field Laboratory
Organization Address: 1726 Albee St,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 445-6373
General Comments for this Test: Combined Gradation from 4 bins. Bin 1 @ 30%, Bin 2 @ 18%, Bin 3 @ 18% and Bin 4 @ 17%. And 2% Mineral Filler
Test Result Compliance:
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 98 %
Cumulative percent passing the 1/2 in. sieve 79 %
Cumulative percent passing the 3/8 in. sieve 69 %
Cumulative percent passing the #4 sieve 47 %
Cumulative percent passing the #8 sieve 32 %
Cumulative percent passing the #16 sieve 20 %
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 5 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2020-11-24-27-2AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)01/06/202101/06/2021Clinton EdmistonCT D01 - Field LaboratoryCrushed particles, coarse aggregate One fractured face and Two fractured faces (%, min) Crushed particles, fine aggregate (Passing No. 4 and retained on No. 8 sieve) One fractured face (%, min)
2020-11-24-27-4AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)01/06/2021Not scheduledClinton EdmistonCT D01 - Field Laboratory
2020-11-24-27-5ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)01/06/2021Not scheduledClinton EdmistonCT D01 - Field LaboratoryFlat and elongated particles (% by mass at 5:1)