Sample Record for 2019-04-16-22
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212872 DEA: 07302204 EFIS: 0713000481
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-126-0.0/R13.6
Work Description: PLACE HOT MIX ASPHALT AND INDIVIDUAL SLAB REPLACEMENT.
Location Description: VENTURA COUNTY IN VENTURA AND SANTA PAULA FROM ROUTE 126/101 SEPARATION TO HAUN CREEK BRIDGE
Contractor Name: C. A. RASMUSSEN, INC.
Contractor Address: 28548 LIVINGSTON AVENUE, VALENCIA CA 91355
Resident Engineer: Hector Arroyo Structure Rep.: Pantaleon Riverra Iii
Sample Information
DIME Sample ID: 2019-04-16-22
TL Number from the TL Form: 002802
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: 04/16/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/22/2019
The quantity of what the sample constitutes: PSE 8 bags
A brief description of the sample: 3/4 RHMA-G-SP
From where was the sample collected: Manufacturer
Laboratory sample identification: 0242G-19
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan - Sun Valley
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-19-0017, 91-19-0019, 91-19-0021
The fabricator's/manufacturer's product name for the sample: 3/4 RHMA-G-SP
The fabricator/manufacturer designation for the sample: 226108 SVA3 SJR
The plant number: 3
A detailed description of where the material sample was collected: Manufacturer
Where the material sample would have been placed if not sampled: Unknown
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: 2019-04-16-22-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/30/2019
Date Tested: 04/23/2019
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 type of gradation is being tested?
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HMA Gradation
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|
Does this test use 1/4 sieve? (question for HMA Gradation Type)
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Yes
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Has the fine aggregate sample been reduced?
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No
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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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84 %
|
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Cumulative percent passing the 3/8 in. sieve
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70 %
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Cumulative percent passing the 1/4 in. sieve
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70 %
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Cumulative percent passing the #4 sieve
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31 %
|
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Cumulative percent passing the #8 sieve
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16 %
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Cumulative percent passing the #16 sieve
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11 %
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Cumulative percent passing the #30 sieve
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8 %
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Cumulative percent passing the #50 sieve
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6 %
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Cumulative percent passing the #100 sieve
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4 %
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Cumulative percent passing the #200 sieve
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2.5 %
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Test 2 of 8
DIME Test ID: 2019-04-16-22-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/30/2019
Date Tested: 04/26/2019
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:
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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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96 %
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Weighted average percentage of fractured, coarse, 1 faced particles
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98 %
|
|
Percentage of fractured, fine, 1 faced particles tested
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100 %
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Test 3 of 8
DIME Test ID: 2019-04-16-22-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 04/30/2019
Date Tested: 04/24/2019
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:
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Basis for relative density testing
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Bulk
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Specific Gravity
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2.64
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Absorption
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0.9 %
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Test 4 of 8
DIME Test ID: 2019-04-16-22-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 04/30/2019
Date Tested: 04/24/2019
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
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2.644
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Bulk specific gravity (SSD Basis)
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2.672
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Apparent specific gravity
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2.721
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Absorption
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1.1 %
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Test 5 of 8
DIME Test ID: 2019-04-16-22-5
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: 04/30/2019
Date Tested: 04/25/2019
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:
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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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3359 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: 2019-04-16-22-6
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: 04/30/2019
Date Tested: 04/24/2019
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:
Test 7 of 8
DIME Test ID: 2019-04-16-22-7
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: 04/30/2019
Date Tested: 04/26/2019
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:
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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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1:5
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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: 2019-04-16-22-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 04/30/2019
Date Tested: 04/26/2019
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:
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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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2.644
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Average uncompacted voids
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46.3 %
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