Sample Record for 2020-07-13-53
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Project Information
Project ID: 214802 DEA: 031G7004 EFIS: 0319000135
QA Service Level: 1
DIST-CO-RTE-PM: 03-SUT-99-28.0/30.6
Work Description: COLD PLANE AC PAVEMENT, RHMA OVERLAY, & INDUCTIVE LOOP DETECTORS.
Location Description: SUTTER COUNTY IN AND NEAR YUBA CITY FROM 0.1 MILE NORTH OF SMITH ROAD TO ROUTE 20
Contractor Name: DESILVA GATES CONSTRUCTION
Contractor Address: 3855 N Freeway Blvd. , Ste 105, Sacramento, CA 95834
Resident Engineer: Selvendran Manoharan Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2020-07-13-53
TL Number from the TL Form: c723256
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 07/13/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/14/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4" RHMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF20-030
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DeSilva Gates Aggregates-Marysville
Material Information
Source Identification (SMARA or name of Pit): 91-58-0001::WESTERN AGGREGATES
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: Cold Feed
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
Test 1 of 8
DIME Test ID: 2020-07-13-53-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 02/10/2021
Date Tested: 07/20/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-030. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-030
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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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98 %
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Weighted average percentage of fractured, coarse, 1 faced particles
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99 %
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Percentage of fractured, fine, 1 faced particles tested
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98 %
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Test 2 of 8
DIME Test ID: 2020-07-13-53-2
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: 02/10/2021
Date Tested: 07/21/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-030. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-030
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Grading designation
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C
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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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17 %
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Test 3 of 8
DIME Test ID: 2020-07-13-53-3
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: 02/10/2021
Date Tested: 07/14/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-030. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-030
Test 4 of 8
DIME Test ID: 2020-07-13-53-4
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 02/10/2021
Date Tested: 07/17/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-030. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-030
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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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2.662
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Average uncompacted voids
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47.4 %
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Test 5 of 8
DIME Test ID: 2020-07-13-53-6
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 02/10/2021
Date Tested: 07/16/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-030. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-030
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Plastic Index(PI)
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NP
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|
Liquid Limit (LL)
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0 %
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Plastic Limit (PL)
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0 %
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Test 6 of 8
DIME Test ID: 2020-07-13-53-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 02/11/2021
Date Tested: 07/16/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-030. Test date estimated.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-030. Report only.
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Basis for relative density testing
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Bulk
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Specific Gravity
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2.776
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Absorption
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0.9 %
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Test 7 of 8
DIME Test ID: 2020-07-13-53-8
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 02/11/2021
Date Tested: 07/15/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-030. Test date estimated.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-030
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Bulk specific gravity
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2.662
|
|
Bulk specific gravity (SSD Basis)
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2.717
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Apparent specific gravity
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2.818
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Absorption
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2.1 %
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Test 8 of 8
DIME Test ID: 2020-07-13-53-9
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 02/11/2021
Date Tested: 07/14/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-030. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-030
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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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No
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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 %
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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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81 %
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Cumulative percent passing the 3/8 in. sieve
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68 %
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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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17 %
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Cumulative percent passing the #16 sieve
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10 %
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Cumulative percent passing the #30 sieve
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7 %
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Cumulative percent passing the #50 sieve
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5 %
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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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2.7 %
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