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Sample Record for 2020-05-20-33

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 66666 DEA: APP EFIS: 0019000052 QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-05-20-33
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Sample Organization Contact: (916) 227-7204
Type of Sample: Aggregate Prequalification Program
Type of Material: Aggregate
Sample Taken Date: 05/20/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/21/2020
The quantity of what the sample constitutes: 3 Buckets
A brief description of the sample: HMA - 3/4" Bin
From where was the sample collected: Source
Laboratory sample identification: 20-0085
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Graniterock - AR Wilson Quarry

Material Information

Source Identification (SMARA or name of Pit): 91-35-0012
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
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 8

DIME Test ID: 2020-05-20-33-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/01/2020
Date Tested: 06/16/2020
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:
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
Total mass of material in the sample 5804.7 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 702.8 grams
Cumulative mass retained on the 1/2 in. sieve 3136.1 grams
Cumulative mass retained on the 3/8 in. sieve 4022.5 grams
Cumulative mass retained on the #4 sieve 4776.4 grams
Total sample mass passing the #4 sieve 1030.3 grams
Total mass of fine material in the sample 530.7 grams
Cumulative mass retained on the #8 sieve 159.6 grams
Cumulative mass retained on the #16 sieve 242.9 grams
Cumulative mass retained on the #30 sieve 290.5 grams
Cumulative mass retained on the #50 sieve 335.9 grams
Cumulative mass retained on the #100 sieve 380.1 grams
Cumulative mass retained on the #200 sieve 420.5 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 87.9 %
Cumulative percent passing the 1/2 in. sieve 46 %
Cumulative percent passing the 3/8 in. sieve 30.7 %
Cumulative percent passing the #4 sieve 17.7 %
Cumulative percent passing the #8 sieve 12.4 %
Cumulative percent passing the #16 sieve 9.6 %
Cumulative percent passing the #30 sieve 8 %
Cumulative percent passing the #50 sieve 6.5 %
Cumulative percent passing the #100 sieve 5 %
Cumulative percent passing the #200 sieve 3.68 %

Test 2 of 8

DIME Test ID: 2020-05-20-33-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 07/01/2020
Date Tested: 06/17/2020
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:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.743
Absorption 1.5 %

Test 3 of 8

DIME Test ID: 2020-05-20-33-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 07/01/2020
Date Tested: 06/25/2020
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:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity 2.619
Bulk specific gravity (SSD Basis) 2.694
Apparent specific gravity 2.832
Absorption 2.9 %

Test 4 of 8

DIME Test ID: 2020-05-20-33-5
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: 07/01/2020
Date Tested: 06/17/2020
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:
Test Result Compliance:
Additional Comments When Verified:
Grading designation B
Mass of sample on No.12 sieve (after 500 revolutions) 3502 grams
Percent loss after 100 revolutions 7 %
Percent loss after 500 revolutions 30 %

Test 5 of 8

DIME Test ID: 2020-05-20-33-6
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: 07/01/2020
Date Tested: 06/26/2020
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:
Test Result Compliance:
Additional Comments When Verified:
Sand Equivalent 45

Test 6 of 8

DIME Test ID: 2020-05-20-33-7
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: 07/01/2020
Date Tested: 06/19/2020
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:
Test Result Compliance:
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 7 of 8

DIME Test ID: 2020-05-20-33-9
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 07/01/2020
Date Tested: 06/29/2020
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:
Test Result Compliance:
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.619
Average uncompacted voids 44 %

Test 8 of 8

DIME Test ID: 2020-05-20-33-10
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 07/01/2020
Date Tested: 06/18/2020
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:
Test Result Compliance:
Additional Comments When Verified:
Method 1 - Combined Fracture Determination
Aggregate Size and Fracture Type Coarse 1 and 2 Faced
Percentage of questionable, coarse, 2 faced particles tested 0 %
Percentage of questionable, coarse, 1 faced particles tested 0 %
Percentage of fractured, coarse, 2 faced particles tested 100 %
Percentage of fractured, coarse, 1 faced particles tested 100 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2020-05-20-33-8AASHTO T327-12: Resistance of Coarse Aggregate to Degradation by Abrasion in the Micro-Deval Apparatus 07/01/2020Not scheduledRyan KesterCT HQ - Sacramento Aggregate Testing Laboratory