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Sample Record for 2019-04-17-54

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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: 2019-04-17-54
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: Verification
Type of Material: Aggregate
Sample Taken Date: 04/17/2019
Date that the sample was received by the laboratory/organization performing the testing: 07/18/2019
The quantity of what the sample constitutes: 1
A brief description of the sample: 3/4" HMA - A
From where was the sample collected: Source
Laboratory sample identification: 19-JMF-0118 replace with 19-JMF-0129
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Company Vernalis

Material Information

Source Identification (SMARA or name of Pit): 91-39-0002::VERNALIS
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: Stockpile @ Plant
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 14

DIME Test ID: 2019-04-17-54-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/30/2019
Date Tested: 08/19/2019
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 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Coarse 1 Faced
Weighted average percentage of fractured, coarse, 1 faced particles 91 %

Test 2 of 14

DIME Test ID: 2019-04-17-54-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/30/2019
Date Tested: 08/19/2019
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 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Coarse 2 Faced
Weighted average percentage of fractured, coarse, 2 faced particles 80 %

Test 3 of 14

DIME Test ID: 2019-04-17-54-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/30/2019
Date Tested: 08/19/2019
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 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Fine 1 Faced
Percentage of fractured, fine, 1 faced particles tested 97 %

Test 4 of 14

DIME Test ID: 2019-04-17-54-4
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: 08/30/2019
Date Tested: 08/13/2019
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) 3861 grams
Percent loss after 100 revolutions 5 %
Percent loss after 500 revolutions 23 %

Test 5 of 14

DIME Test ID: 2019-04-17-54-5
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: 08/30/2019
Date Tested: 08/14/2019
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 60

Test 6 of 14

DIME Test ID: 2019-04-17-54-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 08/30/2019
Date Tested: 08/20/2019
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 2.56
Average uncompacted voids 44.7 %

Test 7 of 14

DIME Test ID: 2019-04-17-54-7
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: 08/30/2019
Date Tested: 08/21/2019
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 Mass
Dimensional ratio used 1:5
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 8 of 14

DIME Test ID: 2019-04-17-54-8
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 08/16/2019
Date Tested: 08/15/2019
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Additional Comments When Verified:
Plastic Index(PI) NP
Liquid Limit (LL) 0 %
Plastic Limit (PL) 0 %

Test 9 of 14

DIME Test ID: 2019-04-17-54-9
Test Method: AASHTO T11-5: Standard Method of Test for Materials Finer Than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing
Verified Date: 08/30/2019
Date Tested: 08/06/2019
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:
Which test procedure is being used Method A
Percent of sample passing the #200 sieve (by mass) 7.2 %

Test 10 of 14

DIME Test ID: 2019-04-17-54-10
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/30/2019
Date Tested: 08/07/2019
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) Yes
Total mass of material in the sample 5083 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 66.3 grams
Cumulative mass retained on the 1/2 in. sieve 843 grams
Cumulative mass retained on the 3/8 in. sieve 1399.1 grams
Mass retained on the 1/4 in. sieve 0 grams
Cumulative mass retained on the #4 sieve 2350.3 grams
Total sample mass passing the #4 sieve 2730.6 grams
Total mass of fine material in the sample 503.3 grams
Cumulative mass retained on the #8 sieve 187.8 grams
Cumulative mass retained on the #16 sieve 305.4 grams
Cumulative mass retained on the #30 sieve 369.4 grams
Cumulative mass retained on the #50 sieve 415.6 grams
Cumulative mass retained on the #100 sieve 447.7 grams
Cumulative mass retained on the #200 sieve 465.7 grams
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 98.7 %
Cumulative percent passing the 1/2 in. sieve 83.4 %
Cumulative percent passing the 3/8 in. sieve 72.5 %
Cumulative percent passing the 1/4 in. sieve 100 %
Cumulative percent passing the #4 sieve 53.8 %
Cumulative percent passing the #8 sieve 33.7 %
Cumulative percent passing the #16 sieve 21.2 %
Cumulative percent passing the #30 sieve 14.3 %
Cumulative percent passing the #50 sieve 9.4 %
Cumulative percent passing the #100 sieve 5.9 %
Cumulative percent passing the #200 sieve 4.02 %

Test 11 of 14

DIME Test ID: 2019-04-17-54-11
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 08/30/2019
Date Tested: 08/21/2019
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 2.560
Bulk specific gravity (SSD Basis) 2.617
Apparent specific gravity 2.715
Absorption 2.2 %

Test 12 of 14

DIME Test ID: 2019-04-17-54-12
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 08/30/2019
Date Tested: 08/21/2019
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 2.625
Absorption 1.2 %

Test 13 of 14

DIME Test ID: 2019-04-17-54-13
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 08/30/2019
Date Tested: 08/21/2019
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 SSD
Specific Gravity 2.658
Absorption 1.2 %

Test 14 of 14

DIME Test ID: 2019-04-17-54-14
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 08/30/2019
Date Tested: 08/21/2019
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 Apparent
Specific Gravity 2.713
Absorption 1.2 %

Tests Assigned to this Sample

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