Sample Record for 2021-05-13-9
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Project Information
Project ID: 213746 DEA: 080Q75U4 EFIS: 0817000114
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2
Work Description: REPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS
Location Description:
Contractor Name: J McLoughlin Engineering
Contractor Address: 10641 Fulton Court, Rancho Cucamonga, CA 91730
Resident Engineer: Mujahid Qureshi Structure Rep.: Ching Chuang
Sample Information
DIME Sample ID: 2021-05-13-9
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: 05/13/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/13/2021
The quantity of what the sample constitutes: 3 Bags Of Belt Cut Agg.,
A brief description of the sample: PSUE 3/4" RHMA-G-SP 0.5% LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0280G-21
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials-Corona Drum
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-33-0027, 91-33-0073
The fabricator's/manufacturer's product name for the sample: 3/4 RHMA-G-SP
The fabricator/manufacturer designation for the sample:
The plant number: 226108 CORD SJR
A detailed description of where the material sample was collected: Belt Cut at Vulcan Corona Plant
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
Test 1 of 8
DIME Test ID: 2021-05-13-9-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/19/2021
Date Tested: 05/14/2021
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: (909) 829-3029
General Comments for this Test: Combined Virgin 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
|
96 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
84 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
70 %
|
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Cumulative percent passing the #4 sieve
|
26 %
|
|
Cumulative percent passing the #8 sieve
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19 %
|
|
Cumulative percent passing the #16 sieve
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13 %
|
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Cumulative percent passing the #30 sieve
|
9 %
|
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Cumulative percent passing the #50 sieve
|
5 %
|
|
Cumulative percent passing the #100 sieve
|
3 %
|
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Cumulative percent passing the #200 sieve
|
2.2 %
|
Test 2 of 8
DIME Test ID: 2021-05-13-9-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 05/19/2021
Date Tested: 05/18/2021
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Method
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1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
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Coarse 1 and 2 Faced and Fine 1 Faced
|
|
Percentage of fractured, coarse, 2 faced particles tested
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99 %
|
|
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: 2021-05-13-9-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 05/19/2021
Date Tested: 05/15/2021
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Basis for relative density testing
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Bulk
|
|
Specific Gravity
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2.661
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|
Absorption
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0.6 %
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Test 4 of 8
DIME Test ID: 2021-05-13-9-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 05/19/2021
Date Tested: 05/15/2021
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Bulk specific gravity
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2.585
|
|
Bulk specific gravity (SSD Basis)
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2.619
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Apparent specific gravity
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2.676
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Absorption
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1.3 %
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Test 5 of 8
DIME Test ID: 2021-05-13-9-5
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: 05/19/2021
Date Tested: 05/17/2021
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Grading designation
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B
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|
Mass of sample on No.12 sieve (after 500 revolutions)
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4234 grams
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Percent loss after 100 revolutions
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3 %
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Percent loss after 500 revolutions
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15 %
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Test 6 of 8
DIME Test ID: 2021-05-13-9-6
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: 05/19/2021
Date Tested: 05/18/2021
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 7 of 8
DIME Test ID: 2021-05-13-9-7
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: 05/19/2021
Date Tested: 05/18/2021
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Method
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B
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|
Determination
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By Mass
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Dimensional ratio used
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5:1
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Weighted percentage of particles (by mass) that were flat and elongated
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1 %
|
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Weighted percentage of particles (by mass) that were not flat and elongated
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99 %
|
Test 8 of 8
DIME Test ID: 2021-05-13-9-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 05/19/2021
Date Tested: 05/18/2021
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What test method is performed?
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Method A
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|
Bulk dry specific gravity
|
2.585
|
|
Average uncompacted voids
|
45.4 %
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