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Sample Record for 2020-04-14-10

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Project Information

Project ID: 214587 DEA: 101J1604 EFIS: 1018000180 QA Service Level: 1
DIST-CO-RTE-PM: 10-STA-132-27.9/41.0
Work Description: COLD PLANE AC PAVEMENT, RHMA OVERLAY AND SLURRY SEAL.
Location Description: STANISLAUS COUNTY IN AND NEAR WATERFORD FROM G STREET TO 1.2 MILES EAST OF RUSHING ROAD
Contractor Name: George Reed
Contractor Address: PO Box, Greenwood, CA 95635
Resident Engineer: Ranbir Bhullar Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-04-14-10
TL Number from the TL Form: C033877
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 04/14/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/15/2020
The quantity of what the sample constitutes: Bags of Aggregate for JMF
A brief description of the sample: Virgin aggregate for 3/4 Type A HMA mix
From where was the sample collected: Source
Laboratory sample identification: 20-JMF-0044
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed Inc

Material Information

Source Identification (SMARA or name of Pit): 91-55-0005::TABLE MOUNTAIN 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:
Aggregate Mix Number:
Test results on following page(s): 8

Test Results

Test 1 of 8

DIME Test ID: 2020-04-14-10-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/27/2020
Date Tested: 04/17/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
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
Has the fine aggregate sample been reduced? No
Total mass of material in the sample 5223.7 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 245.2 grams
Cumulative mass retained on the 1/2 in. sieve 650.7 grams
Cumulative mass retained on the 3/8 in. sieve 1093.8 grams
Cumulative mass retained on the #4 sieve 2525.8 grams
Cumulative mass retained on the #8 sieve 213.7 grams
Cumulative mass retained on the #16 sieve 365.3 grams
Cumulative mass retained on the #30 sieve 470.4 grams
Cumulative mass retained on the #50 sieve 558.1 grams
Cumulative mass retained on the #100 sieve 606.3 grams
Cumulative mass retained on the #200 sieve 631.6 grams
Cumulative mass retained on the pan no data
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 95.3 %
Cumulative percent passing the 1/2 in. sieve 87.5 %
Cumulative percent passing the 3/8 in. sieve 79.1 %
Cumulative percent passing the #4 sieve 51.6 %
Cumulative percent passing the #8 sieve 35.3 %
Cumulative percent passing the #16 sieve 23.7 %
Cumulative percent passing the #30 sieve 15.6 %
Cumulative percent passing the #50 sieve 8.9 %
Cumulative percent passing the #100 sieve 5.2 %
Cumulative percent passing the #200 sieve 3.3 %

Test 2 of 8

DIME Test ID: 2020-04-14-10-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/27/2020
Date Tested: 04/24/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
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 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 100 %
Percentage of fractured, coarse, 1 faced particles tested 100 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Test 3 of 8

DIME Test ID: 2020-04-14-10-3
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: 04/27/2020
Date Tested: 04/20/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
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) 3676 grams
Percent loss after 100 revolutions 5 %
Percent loss after 500 revolutions 27 %

Test 4 of 8

DIME Test ID: 2020-04-14-10-4
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: 04/27/2020
Date Tested: 04/22/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
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 82

Test 5 of 8

DIME Test ID: 2020-04-14-10-5
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 04/27/2020
Date Tested: 04/22/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
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 2.572
Average uncompacted voids 44.6 %

Test 6 of 8

DIME Test ID: 2020-04-14-10-6
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: 04/27/2020
Date Tested: 04/22/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
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 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 %

Test 7 of 8

DIME Test ID: 2020-04-14-10-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 04/27/2020
Date Tested: 04/22/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
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 2.628
Absorption 1.2 %

Test 8 of 8

DIME Test ID: 2020-04-14-10-8
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 04/27/2020
Date Tested: 04/22/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
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 2.572
Bulk specific gravity (SSD Basis) 2.618
Apparent specific gravity 2.695
Absorption 1.8 %