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Sample Record for 2022-02-08-31

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Project Information

Project ID: 214921 DEA: 09367404 EFIS: 0916000025 QA Service Level: 1
DIST-CO-RTE-PM: 09-KER-14-R4.7/R12.6
Work Description: CONSTRUCT CRCP OVER EXISTING PAVEMENT AND PLACE HMA.
Location Description: KERN COUNTY AT AND NEAR ROSAMOND AND MOJAVE FROM 1.4 MILES SOUTH OF DAWN ROAD OVERCROSSING TO 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING
Contractor Name: Jesus Pena
Contractor Address: 18201 Von Karman, Suite #800, IRVINE CA 92612
Resident Engineer: Hin Hartanto Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-02-08-31
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 02/08/2022
Date that the sample was received by the laboratory/organization performing the testing: 02/23/2022
The quantity of what the sample constitutes: 3 Bags Virgin Agg. 3 Bags Coldfeed Agg.,
A brief description of the sample: PSUE 3/4" RHMA-G 0.8% Dry Lime
From where was the sample collected: Manufacturer
Laboratory sample identification: 0136G-22
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction - Big Rock

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-19-0046::BIG ROCK CREEK- GRANITE
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: Belt Cut at Granite-Bigrock
Where the material sample would have been placed if not sampled: Asphalt Paving
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: 2022-02-08-31-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 03/16/2022
Date Tested: 03/01/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test: Combined L.T. Aggregate Gradation
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Cumulative percent passing the 2 in. sieve 100 %
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 99 %
Cumulative percent passing the 1/2 in. sieve 82 %
Cumulative percent passing the 3/8 in. sieve 71 %
Cumulative percent passing the #4 sieve 29 %
Cumulative percent passing the #8 sieve 18 %
Cumulative percent passing the #16 sieve 12 %
Cumulative percent passing the #30 sieve 8 %
Cumulative percent passing the #50 sieve 4 %
Cumulative percent passing the #100 sieve 3 %
Cumulative percent passing the #200 sieve 1.6 %

Test 2 of 8

DIME Test ID: 2022-02-08-31-2
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 03/16/2022
Date Tested: 02/25/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity 2.642
Bulk specific gravity (SSD Basis) 2.674
Apparent specific gravity 2.729
Absorption 1.2 %

Test 3 of 8

DIME Test ID: 2022-02-08-31-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 03/16/2022
Date Tested: 03/26/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.652
Absorption 1 %

Test 4 of 8

DIME Test ID: 2022-02-08-31-4
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: 03/16/2022
Date Tested: 02/25/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Grading designation C
Mass of sample on No.12 sieve (after 500 revolutions) 3229 grams
Percent loss after 100 revolutions 8 %
Percent loss after 500 revolutions 35 %

Test 5 of 8

DIME Test ID: 2022-02-08-31-5
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: 03/16/2022
Date Tested: 02/25/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Sand Equivalent 81

Test 6 of 8

DIME Test ID: 2022-02-08-31-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 03/16/2022
Date Tested: 02/26/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.642
Average uncompacted voids 47.5 %

Test 7 of 8

DIME Test ID: 2022-02-08-31-7
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 03/16/2022
Date Tested: 02/26/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
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 fractured, coarse, 2 faced particles tested 98 %
Percentage of fractured, coarse, 1 faced particles tested 99 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Test 8 of 8

DIME Test ID: 2022-02-08-31-8
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: 03/16/2022
Date Tested: 02/26/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
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 1 %
Weighted percentage of particles (by mass) that were not flat and elongated 99 %