Sample Record for 2020-07-02-12
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213551 DEA: 080K2934 EFIS: 0812000100
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-R36.8/R39.2
Work Description: PAVEMENT REHABILITATION AND CONTINUOUSLY REINFORCED CONCRETE PAVEMENT
Location Description: SAN BERNARDINO COUNTY IN YUCAIPA FROM 0.2 MILE WEST OF LIVE OAK CANYON ROAD TO COUNTY LINE ROAD UNDERCROSSING
Contractor Name: Coffman Specialties
Contractor Address: 9685 Via Excelencia, San Diego, CA 92126
Resident Engineer: Ezz Gayed Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2020-07-02-12
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: 07/02/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/03/2020
The quantity of what the sample constitutes: PSUE 6 Bags combined aggregate
A brief description of the sample: 3/4" RHMA-G-SP 0.50% LAS Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: 0403G-20
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons - Cabazon, Cemex - Lytle Creek
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-36-0008
The fabricator's/manufacturer's product name for the sample: 3/4 RHMA-G-SP
The fabricator/manufacturer designation for the sample: Unknown
The plant number: CHP 68E
A detailed description of where the material sample was collected: Belt Cut at Matich Cabazon 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: Unknown
Lot number: Unknown
Sublot number: Unknown
Aggregate Mix Number:
Test Results
Test 1 of 8
DIME Test ID: 2020-07-02-12-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/10/2020
Date Tested: 07/07/2020
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: does not comply
Additional Comments When Verified:
|
What type of gradation is being tested?
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Combined Gradation
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Cumulative percent passing the 2 in. sieve
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100 %
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Cumulative percent passing the 1 1/2 in. sieve
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100 %
|
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Cumulative percent passing the 1 in. sieve
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100 %
|
|
Cumulative percent passing the 3/4 in. sieve
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99 %
|
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Cumulative percent passing the 1/2 in. sieve
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93 %
|
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Cumulative percent passing the 3/8 in. sieve
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76 %
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Cumulative percent passing the #4 sieve
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34 %
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Cumulative percent passing the #8 sieve
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20 %
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Cumulative percent passing the #16 sieve
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15 %
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Cumulative percent passing the #30 sieve
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12 %
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Cumulative percent passing the #50 sieve
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9 %
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Cumulative percent passing the #100 sieve
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5 %
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Cumulative percent passing the #200 sieve
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3.5 %
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Test 2 of 8
DIME Test ID: 2020-07-02-12-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 07/10/2020
Date Tested: 07/08/2020
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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2 - Individual Fracture Determination
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|
Aggregate Size and Fracture Type
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Coarse 1 and 2 Faced and Fine 1 Faced
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Weighted average percentage of fractured, coarse, 2 faced particles
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93 %
|
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Weighted average percentage of fractured, coarse, 1 faced particles
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97 %
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Percentage of fractured, fine, 1 faced particles tested
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100 %
|
Test 3 of 8
DIME Test ID: 2020-07-02-12-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 07/10/2020
Date Tested: 07/08/2020
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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Basis for relative density testing
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Bulk
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Specific Gravity
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2.605
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Absorption
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1.3 %
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Test 4 of 8
DIME Test ID: 2020-07-02-12-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 07/10/2020
Date Tested: 07/08/2020
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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2.641
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Bulk specific gravity (SSD Basis)
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2.675
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Apparent specific gravity
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2.735
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Absorption
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1.3 %
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Test 5 of 8
DIME Test ID: 2020-07-02-12-5
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: 07/10/2020
Date Tested: 07/08/2020
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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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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3360 grams
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Percent loss after 100 revolutions
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7 %
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Percent loss after 500 revolutions
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33 %
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Test 6 of 8
DIME Test ID: 2020-07-02-12-6
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: 07/10/2020
Date Tested: 07/09/2020
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: 2020-07-02-12-7
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: 07/10/2020
Date Tested: 07/08/2020
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 %
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Test 8 of 8
DIME Test ID: 2020-07-02-12-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 07/10/2020
Date Tested: 07/08/2020
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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What test method is performed?
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Method A
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Bulk dry specific gravity
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2.641
|
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Average uncompacted voids
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48.1 %
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