Sample Record for 2020-11-24-9
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 66667 DEA: JMFPP EFIS: 0019000043
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2020-11-24-9
TL Number from the TL Form: 911412
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 11/24/2020
Date that the sample was received by the laboratory/organization performing the testing: 11/30/2020
The quantity of what the sample constitutes: 2 bags RAP 1 bag mineral filler 3 bags for each bin 1-4
A brief description of the sample: 3/4" Aggregate for JMF Verification
From where was the sample collected: Source
Laboratory sample identification: 20-JMFPP-0228
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Syar Industries
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-48-0002::LAKE HERMAN QUARRY
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample: Batch plant bins
The plant number:
A detailed description of where the material sample was collected: Cold feeds
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 9
DIME Test ID: 2020-11-24-9-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 12/02/2020
Date Tested: 12/01/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What type of gradation is being tested?
|
HMA Gradation
|
|
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
|
95.7 %
|
|
Cumulative percent passing the 1/2 in. sieve
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78.2 %
|
|
Cumulative percent passing the 3/8 in. sieve
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68.4 %
|
|
Cumulative percent passing the #4 sieve
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47.3 %
|
|
Cumulative percent passing the #8 sieve
|
31.3 %
|
|
Cumulative percent passing the #16 sieve
|
20.5 %
|
|
Cumulative percent passing the #30 sieve
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15.2 %
|
|
Cumulative percent passing the #50 sieve
|
11 %
|
|
Cumulative percent passing the #100 sieve
|
7.6 %
|
|
Cumulative percent passing the #200 sieve
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5.52 %
|
Test 2 of 9
DIME Test ID: 2020-11-24-9-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 12/03/2020
Date Tested: 12/02/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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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 questionable, coarse, 2 faced particles tested
|
0 %
|
|
Percentage of questionable, coarse, 1 faced particles tested
|
0 %
|
|
Percentage of questionable, fine, 1 faced particles tested
|
0 %
|
|
Percentage of fractured, coarse, 2 faced particles tested
|
100 %
|
|
Percentage of fractured, coarse, 1 faced particles tested
|
100 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
Test 3 of 9
DIME Test ID: 2020-11-24-9-3
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: 12/03/2020
Date Tested: 12/02/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Grading designation
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B
|
|
Mass of sample on No.12 sieve (after 500 revolutions)
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4224 grams
|
|
Percent loss after 100 revolutions
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3 %
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Percent loss after 500 revolutions
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16 %
|
Test 4 of 9
DIME Test ID: 2020-11-24-9-4
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)
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: Ryan.Kester@dot.ca.gov
Organization Phone: (915) 296-1892
This test has been superseded on 12/03/2020.
Reason: retested
Test 5 of 9
DIME Test ID: 2020-11-24-9-5
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 12/03/2020
Date Tested: 12/02/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What test method is performed?
|
Method A
|
|
Bulk dry specific gravity
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2.498
|
|
Average uncompacted voids
|
45.9 %
|
Test 6 of 9
DIME Test ID: 2020-11-24-9-6
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: 12/04/2020
Date Tested: 12/04/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Method
|
B
|
|
Determination
|
By Mass
|
|
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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2 %
|
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
98 %
|
Test 7 of 9
DIME Test ID: 2020-11-24-9-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 12/02/2020
Date Tested: 12/02/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Basis for relative density testing
|
Bulk
|
|
Specific Gravity
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2.582
|
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Absorption
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3.5 %
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Test 8 of 9
DIME Test ID: 2020-11-24-9-8
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 12/02/2020
Date Tested: 12/02/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Bulk specific gravity
|
2.498
|
|
Bulk specific gravity (SSD Basis)
|
2.616
|
|
Apparent specific gravity
|
2.833
|
|
Absorption
|
4.7 %
|
Test 9 of 9
DIME Test ID: 2020-11-24-9-9
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: 12/03/2020
Date Tested: 12/03/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
