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Sample Record for 2020-03-27-3

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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: 2020-03-27-3
TL Number from the TL Form: NA
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: 03/27/2020
Date that the sample was received by the laboratory/organization performing the testing: 03/27/2020
The quantity of what the sample constitutes: 4 bags 1/2", 4 bags 3/8", 1 bag 1/4", and 1 bag mineral filler
A brief description of the sample: 1/2" Untreated Aggregate for Type A HMA mix design
From where was the sample collected: Source
Laboratory sample identification: 20-JMF-0040
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Syar Industries

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: Bins 1, 2, 3, and 4
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:

Test Results

Test 1 of 9

DIME Test ID: 2020-03-27-3-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/07/2020
Date Tested: 04/03/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test:
Additional Comments When Verified:
Method 1 - Combined Fracture Determination
Aggregate Size and Fracture Type Coarse 1 and 2 Faced and Fine 1 Faced
Percentage of questionable, coarse, 2 faced particles tested 0 %
Percentage of questionable, coarse, 1 faced particles tested 0 %
Percentage of questionable, fine, 1 faced particles tested 0 %
Percentage of fractured, coarse, 2 faced particles tested 99 %
Percentage of fractured, coarse, 1 faced particles tested 100 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Test 2 of 9

DIME Test ID: 2020-03-27-3-2
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: 04/07/2020
Date Tested: 04/03/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test:
Additional Comments When Verified:
Grading designation B
Mass of sample on No.12 sieve (after 500 revolutions) 4290 grams
Percent loss after 100 revolutions 3 %
Percent loss after 500 revolutions 14 %

Test 3 of 9

DIME Test ID: 2020-03-27-3-3
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: 04/07/2020
Date Tested: 04/02/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test:
Additional Comments When Verified:
Sand Equivalent 71

Test 4 of 9

DIME Test ID: 2020-03-27-3-4
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 04/07/2020
Date Tested: 04/03/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test:
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.521
Average uncompacted voids 45.2 %

Test 5 of 9

DIME Test ID: 2020-03-27-3-5
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: 04/07/2020
Date Tested: 04/06/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test:
Additional Comments When Verified:
Method B
Determination By Number
Dimensional ratio used 5:1
Weighted percentage of particles (by number) that were flat and elongated 0 %
Weighted percentage of particles (by number) that were not flat and elongated 0 %

Test 6 of 9

DIME Test ID: 2020-03-27-3-6
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 04/07/2020
Date Tested: 04/06/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.636
Absorption 3 %

Test 7 of 9

DIME Test ID: 2020-03-27-3-7
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 04/07/2020
Date Tested: 04/03/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test:
Additional Comments When Verified:
Bulk specific gravity 2.521
Bulk specific gravity (SSD Basis) 2.637
Apparent specific gravity 2.854
Absorption 4.6 %

Test 8 of 9

DIME Test ID: 2020-03-27-3-8
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/07/2020
Date Tested: 04/02/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test:
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
Total mass of material in the sample 3831.7 grams
Cumulative mass retained on the 1 1/2 in. sieve 0 grams
Cumulative mass retained on the 1 in. sieve 0 grams
Cumulative mass retained on the 3/4 in. sieve 0 grams
Cumulative mass retained on the 1/2 in. sieve 128.4 grams
Cumulative mass retained on the 3/8 in. sieve 572.9 grams
Cumulative mass retained on the #4 sieve 1545.6 grams
Total sample mass passing the #4 sieve 2286.1 grams
Total mass of fine material in the sample 571.7 grams
Cumulative mass retained on the #8 sieve 220.6 grams
Cumulative mass retained on the #16 sieve 332.3 grams
Cumulative mass retained on the #30 sieve 400.2 grams
Cumulative mass retained on the #50 sieve 449.9 grams
Cumulative mass retained on the #100 sieve 499.3 grams
Cumulative mass retained on the #200 sieve 524.5 grams
Cumulative percent passing the 1 1/2 in. sieve 0 %
Cumulative percent passing the 1 in. sieve 0 %
Cumulative percent passing the 3/4 in. sieve 0 %
Cumulative percent passing the 1/2 in. sieve 96.6 %
Cumulative percent passing the 3/8 in. sieve 85 %
Cumulative percent passing the #4 sieve 59.7 %
Cumulative percent passing the #8 sieve 36.7 %
Cumulative percent passing the #16 sieve 25 %
Cumulative percent passing the #30 sieve 17.9 %
Cumulative percent passing the #50 sieve 12.7 %
Cumulative percent passing the #100 sieve 7.6 %
Cumulative percent passing the #200 sieve 4.93 %

Test 9 of 9

DIME Test ID: 2020-03-27-3-9
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: 04/07/2020
Date Tested: 04/06/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test:
Additional Comments When Verified:
Method B
Determination By Number
Dimensional ratio used 5:1
Weighted percentage of particles (by number) that were flat and elongated 0 %
Weighted percentage of particles (by number) that were not flat and elongated 100 %

Tests Assigned to this Sample

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