Sample Record for 2021-06-30-31
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: 2021-06-30-31
TL Number from the TL Form:
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: 06/30/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/30/2021
The quantity of what the sample constitutes: 6 bags
A brief description of the sample: 3/4" (Drum Plant)
From where was the sample collected: Manufacturer
Laboratory sample identification: 21-JMFPP-0131
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Vernalis
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-39-0002::VERNALIS
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: Belt Cut
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: 2021-06-30-31-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/20/2021
Date Tested: 07/15/2021
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
|
99.3 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
77.8 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
67.5 %
|
|
Cumulative percent passing the #4 sieve
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45.3 %
|
|
Cumulative percent passing the #8 sieve
|
17.5 %
|
|
Cumulative percent passing the #16 sieve
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10.2 %
|
|
Cumulative percent passing the #30 sieve
|
7.1 %
|
|
Cumulative percent passing the #50 sieve
|
4.9 %
|
|
Cumulative percent passing the #100 sieve
|
3.3 %
|
|
Cumulative percent passing the #200 sieve
|
2.44 %
|
Test 2 of 9
DIME Test ID: 2021-06-30-31-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 07/20/2021
Date Tested: 07/15/2021
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: Crushed particles, coarse aggregate one fractured face Crushed particles, coarse aggregate two fractured faces Crushed particles, fine aggregate (Passing No. 4 sieve and retained on No. 8 sieve) one fractured face
Test Result Compliance:
Additional Comments When Verified:
|
Method
|
1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
|
Coarse 1 and 2 Faced and Fine 1 Faced
|
|
Percentage of questionable, coarse, 2 faced particles tested
|
8 %
|
|
Percentage of questionable, coarse, 1 faced particles tested
|
2 %
|
|
Percentage of questionable, fine, 1 faced particles tested
|
2 %
|
|
Percentage of fractured, coarse, 2 faced particles tested
|
92 %
|
|
Percentage of fractured, coarse, 1 faced particles tested
|
99 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
99 %
|
Test 3 of 9
DIME Test ID: 2021-06-30-31-3
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: 07/20/2021
Date Tested: 07/16/2021
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: At 100 rev and 500 rev
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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3938 grams
|
|
Percent loss after 100 revolutions
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4 %
|
|
Percent loss after 500 revolutions
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21 %
|
Test 4 of 9
DIME Test ID: 2021-06-30-31-4
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)
Verified Date: 07/20/2021
Date Tested: 07/15/2021
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:
Test 5 of 9
DIME Test ID: 2021-06-30-31-5
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
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 07/21/2021. The corrected test ID is: 2021-06-30-31-9
Reason: corrected
Test 6 of 9
DIME Test ID: 2021-06-30-31-6
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: 07/20/2021
Date Tested: 07/16/2021
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: % by mass at 5:1
Test Result Compliance:
Additional Comments When Verified:
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Method
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B
|
|
Determination
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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
|
0 %
|
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Weighted percentage of particles (by mass) that were not flat and elongated
|
100 %
|
Test 7 of 9
DIME Test ID: 2021-06-30-31-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 07/20/2021
Date Tested: 07/14/2021
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: - Bulk specific gravity (oven dry) of coarse aggregate
- Absorption o coarse aggregate
Test Result Compliance:
Additional Comments When Verified:
|
Basis for relative density testing
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Bulk
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Specific Gravity
|
2.635
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Absorption
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1.1 %
|
Test 8 of 9
DIME Test ID: 2021-06-30-31-8
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 07/20/2021
Date Tested: 07/14/2021
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: - Bulk specific gravity (SSD) of fine aggregate
- Bulk specific gravity of fine aggregate
- Bulk specific gravity of fine aggregate
- Apparent specific gravity of supplemental fines
- Absorption of fine aggregate
Test Result Compliance:
Additional Comments When Verified:
|
Bulk specific gravity
|
2.567
|
|
Bulk specific gravity (SSD Basis)
|
2.622
|
|
Apparent specific gravity
|
2.716
|
|
Absorption
|
2.1 %
|
Test 9 of 9
DIME Test ID: 2021-06-30-31-9
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 07/21/2021
Date Tested: 07/16/2021
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: Method A
The test was superseded from test ID: 2021-06-30-31-5
Test Result Compliance:
Additional Comments When Verified:
|
What test method is performed?
|
Method A
|
|
Bulk dry specific gravity
|
2.566
|
|
Average uncompacted voids
|
44.5 %
|
