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Sample Record for 2022-08-09-12

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Project Information

Project ID: 993847 DEA: 081M8604 EFIS: 0822000056 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-180.2/186.2
Work Description: COLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HMA (GAP GRADED).
Location Description: SAN BERNARDINO COUNTY ABOUT 43 MILES NORTH OF BAKER FROM 0.5 MILE SOUTH OF YATES WELL ROAD OVERCROSSING TO NEVADA STATE LINE
Contractor Name: LAS VEGAS PAVING CORPORATIO
Contractor Address: 4420 SOUTH DECATUR BLV, LAS VEGAS NEVADA 8910
Resident Engineer: KHOA NGUYEN Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-08-09-12
TL Number from the TL Form:
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: 08/09/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/10/2022
The quantity of what the sample constitutes: 6 - 5 gallon buckets
A brief description of the sample: Aggregate
From where was the sample collected: Source
Laboratory sample identification: 22-JMF-0118
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond

Material Information

Source Identification (SMARA, name of Pit or Job Site): Unknown
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: 2022-08-09-12-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/11/2022
Date Tested: 08/11/2022
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
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 84 %
Cumulative percent passing the 1/2 in. sieve 70.4 %
Cumulative percent passing the 3/8 in. sieve 64.3 %
Cumulative percent passing the #4 sieve 46.4 %
Cumulative percent passing the #8 sieve 32.5 %
Cumulative percent passing the #16 sieve 24.8 %
Cumulative percent passing the #30 sieve 20.8 %
Cumulative percent passing the #50 sieve 15.9 %
Cumulative percent passing the #100 sieve 7.9 %
Cumulative percent passing the #200 sieve 4.36 %

Test 2 of 8

DIME Test ID: 2022-08-09-12-2
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 08/12/2022
Date Tested: 08/12/2022
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: Bulk specific gravity (SSD) of fine aggregate, Bulk specific gravity of fine aggregate, Apparent specific gravity of fine aggregate, Apparent specific gravity of supplemental fines, Absorption of fine aggregate
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity 2.555
Bulk specific gravity (SSD Basis) 2.607
Apparent specific gravity 2.693
Absorption 2 %

Test 3 of 8

DIME Test ID: 2022-08-09-12-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 08/12/2022
Date Tested: 08/12/2022
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: Bulk specific gravity (oven dry) of coarse aggregate and Absorption of coarse aggregate
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.64
Absorption 1.1 %

Test 4 of 8

DIME Test ID: 2022-08-09-12-4
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: 08/12/2022
Date Tested: 08/12/2022
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: Los Angeles Rattler, Loss at 100 and 500 Rev.
Test Result Compliance:
Additional Comments When Verified:
Grading designation B
Mass of sample on No.12 sieve (after 500 revolutions) 4072 grams
Percent loss after 100 revolutions 4 %
Percent loss after 500 revolutions 19 %

Test 5 of 8

DIME Test ID: 2022-08-09-12-5
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: 08/11/2022
Date Tested: 08/11/2022
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: Sand equivalent (min)
Test Result Compliance:
Additional Comments When Verified:
Sand Equivalent 54

Test 6 of 8

DIME Test ID: 2022-08-09-12-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 08/12/2022
Date Tested: 08/12/2022
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: Method A
Test Result Compliance:
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.555
Average uncompacted voids 41 %

Test 7 of 8

DIME Test ID: 2022-08-09-12-7
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/12/2022
Date Tested: 08/12/2022
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: Crushed particles, coarse aggregate One fractured face and Crushed particles, coarse aggregate Two fractured faces - Method 1 Crushed particles, fine aggregate (Passing No. 4 sieve and retained on No. 8 sieve) One fractured face - Method 2
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 4 %
Percentage of questionable, coarse, 1 faced particles tested 3 %
Percentage of questionable, fine, 1 faced particles tested 2 %
Percentage of fractured, coarse, 2 faced particles tested 93 %
Percentage of fractured, coarse, 1 faced particles tested 97 %
Percentage of fractured, fine, 1 faced particles tested 99 %

Test 8 of 8

DIME Test ID: 2022-08-09-12-8
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: 08/12/2022
Date Tested: 08/12/2022
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: Flat and elongated particles (% by mass at 5:1)
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 %