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Sample Record for 2019-09-25-10


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: Contractor Address:
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-09-25-10
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 09/25/2019
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 1
A brief description of the sample: 3/4inch HMA-SP RAP WMA PG 64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Source Identification (SMARA or name of Pit): 91-48-0002::LAKE HERMAN QUARRY
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: Plant
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 9

DIME Test ID: 2019-09-25-10-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 10/16/2019
Date Tested: 09/25/2019
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Aggregate Quality sample T-335 Coarse Agg. One Fractured face
Additional Comments When Verified:
Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Coarse 1 Faced
Weighted average percentage of fractured, coarse, 1 faced particles 99 %

Test Results

Test 2 of 9

DIME Test ID: 2019-09-25-10-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 10/16/2019
Date Tested: 09/25/2019
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Aggregate Quality sample T-335 Coarse Agg. Two Fractured face
Additional Comments When Verified:
Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Coarse 2 Faced
Weighted average percentage of fractured, coarse, 2 faced particles 99 %

Test Results

Test 3 of 9

DIME Test ID: 2019-09-25-10-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 10/16/2019
Date Tested: 09/25/2019
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Aggregate Quality sample T-335 Fine Agg. One Fractured face
Additional Comments When Verified:
Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Fine 1 Faced
Percentage of fractured, fine, 1 faced particles tested 100 %

Test Results

Test 4 of 9

DIME Test ID: 2019-09-25-10-4
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: 10/16/2019
Date Tested: 09/25/2019
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Aggregate Quality sample T-96 Los Angles rattler
Additional Comments When Verified:
Grading designation C
Percent loss after 100 revolutions 3 %
Percent loss after 500 revolutions 14 %

Test Results

Test 5 of 9

DIME Test ID: 2019-09-25-10-5
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: 10/16/2019
Date Tested: 09/25/2019
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Aggregate Quality sample T-176 Sand Equivalent
Additional Comments When Verified:
Sand Equivalent 68

Test Results

Test 6 of 9

DIME Test ID: 2019-09-25-10-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 10/16/2019
Date Tested: 09/25/2019
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Aggregate Quality sample T-Fine aggregate angularity %
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.657
Average uncompacted voids 47 %

Test Results

Test 7 of 9

DIME Test ID: 2019-09-25-10-7
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: 10/16/2019
Date Tested: 09/25/2019
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Aggregate Quality sample ASTM D 4791 Flat and Elongated particles (% by mass at 5:1)
Additional Comments When Verified:
Method B
Determination By Mass
Dimensional ratio used 1:5
Weighted percentage of particles (by mass) that were flat and elongated 0.0 %
Weighted percentage of particles (by mass) that were not flat and elongated 100 %

Test Results

Test 8 of 9

DIME Test ID: 2019-09-25-10-8
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 10/16/2019
Date Tested: 09/25/2019
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Aggregate Quality sample T-85 Bulk Specific gravity of Coarse aggregate
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.657
Absorption 2.7 %

Test Results

Test 9 of 9

DIME Test ID: 2019-09-25-10-9
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 10/16/2019
Date Tested: 09/25/2019
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: Aggregate Quality sample T-84 Bulk Specific gravity of Fine aggregate
Additional Comments When Verified:
Bulk specific gravity 2.591
Bulk specific gravity (SSD Basis) 2.729
Apparent specific gravity 2.883
Absorption 3.9 %