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Sample Record for 2020-05-20-35

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: 2020-05-20-35
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 - 1/4" Bin
From where was the sample collected: Source
Laboratory sample identification: 20-0087
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: 1/4 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 5

DIME Test ID: 2020-05-20-35-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 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:
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 %

Test 2 of 5

DIME Test ID: 2020-05-20-35-3
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 2.672
Absorption 2.1 %

Test 3 of 5

DIME Test ID: 2020-05-20-35-5
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 D
Mass of sample on No.12 sieve (after 500 revolutions) 3569 grams
Percent loss after 100 revolutions 7 %
Percent loss after 500 revolutions 29 %

Test 4 of 5

DIME Test ID: 2020-05-20-35-7
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 5 of 5

DIME Test ID: 2020-05-20-35-10
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: 06/15/2020
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) Yes
Total mass of material in the sample 1139.8 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 0 grams
Cumulative mass retained on the 3/8 in. sieve 0 grams
Mass retained on the 1/4 in. sieve 19.1 grams
Cumulative mass retained on the #4 sieve 341.4 grams
Total sample mass passing the #4 sieve 798.4 grams
Total mass of fine material in the sample 798.4 grams
Cumulative mass retained on the #8 sieve 669.5 grams
Cumulative mass retained on the #16 sieve 743.5 grams
Cumulative mass retained on the #30 sieve 762 grams
Cumulative mass retained on the #50 sieve 770.9 grams
Cumulative mass retained on the #100 sieve 777.3 grams
Cumulative mass retained on the #200 sieve 782.7 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 100 %
Cumulative percent passing the 1/2 in. sieve 100 %
Cumulative percent passing the 3/8 in. sieve 100 %
Cumulative percent passing the 1/4 in. sieve 98.3 %
Cumulative percent passing the #4 sieve 70 %
Cumulative percent passing the #8 sieve 11.3 %
Cumulative percent passing the #16 sieve 4.8 %
Cumulative percent passing the #30 sieve 3.2 %
Cumulative percent passing the #50 sieve 2.4 %
Cumulative percent passing the #100 sieve 1.8 %
Cumulative percent passing the #200 sieve 1.38 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2020-05-20-35-4AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)06/30/2020Not scheduledRyan KesterCT HQ - Sacramento Aggregate Testing Laboratory
2020-05-20-35-6AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)06/30/2020Not scheduledRyan KesterCT HQ - Sacramento Aggregate Testing Laboratory
2020-05-20-35-8AASHTO T327-12: Resistance of Coarse Aggregate to Degradation by Abrasion in the Micro-Deval Apparatus 06/30/2020Not scheduledRyan KesterCT HQ - Sacramento Aggregate Testing Laboratory
2020-05-20-35-9AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)06/30/2020Not scheduledRyan KesterCT HQ - Sacramento Aggregate Testing Laboratory