Sample Record for 2015-06-02-7
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 210066 DEA: 04259404 EFIS: 0400000723
QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-29-25.5/28.4
Work Description: OVERLAY, ROADWAY WIDENING AND CONSTRUCT TWO-WAY LEFT-TURN LANES.
Location Description: NAPA COUNTY IN AND NEAR ST. HELENA FROM MEE LANE TO 0.1 MILE SOUTH OF SULPHUR CREEK BRIDGE
Contractor Name: GHILOTTI BROS INC
Contractor Address: 525 JACOBY STREET, SAN RAFAEL CA 94901
Resident Engineer: Brian Santos Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2015-06-02-7
TL Number from the TL Form: C871740 thru C871746
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 594-1991
Type of Sample: Verification
Type of Material: Job Mix Formula Partial
Sample Taken Date: 06/02/2015
Date that the sample was received by the laboratory/organization performing the testing: 06/10/2015
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: 3/4 HMA
From where was the sample collected: Source
Laboratory sample identification: 15ASPH-0279 thru 15ASPH-0284
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Syar Lake Herman
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-48-0002
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: Stockpile
Where the material sample would have been placed if not sampled: Unknown
Superpave or Non-superpave Mix: Superpave
Test Results
Test 1 of 8
DIME Test ID: 2015-06-02-7-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/15/2015
Date Tested: 06/11/2015
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
|
What type of gradation is being tested?
|
Combined Gradation
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|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
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100 %
|
|
Cumulative percent passing the 1 in. sieve
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100 %
|
|
Cumulative percent passing the 3/4 in. sieve
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97 %
|
|
Cumulative percent passing the 1/2 in. sieve
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75 %
|
|
Cumulative percent passing the 3/8 in. sieve
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67 %
|
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Cumulative percent passing the #4 sieve
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46 %
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Cumulative percent passing the #8 sieve
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27 %
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Cumulative percent passing the #16 sieve
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18 %
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Cumulative percent passing the #30 sieve
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13 %
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Cumulative percent passing the #50 sieve
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10 %
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Cumulative percent passing the #100 sieve
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7 %
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Cumulative percent passing the #200 sieve
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4.5 %
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Test 2 of 8
DIME Test ID: 2015-06-02-7-2
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 06/15/2015
Date Tested: 06/15/2015
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
|
Bulk specific gravity
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2.576
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|
Bulk specific gravity (SSD Basis)
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2.680
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Apparent specific gravity
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2.874
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Absorption
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4 %
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Test 3 of 8
DIME Test ID: 2015-06-02-7-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 06/15/2015
Date Tested: 06/15/2015
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
|
Basis for relative density testing
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Bulk
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|
Specific Gravity
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2.715
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Absorption
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2 %
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Test 4 of 8
DIME Test ID: 2015-06-02-7-4
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: 06/15/2015
Date Tested: 06/12/2015
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
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Grading designation
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B
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|
Percent loss after 100 revolutions
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16 %
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Percent loss after 500 revolutions
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no data
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Test 5 of 8
DIME Test ID: 2015-06-02-7-5
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 06/15/2015
Date Tested: 06/12/2015
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
|
Number of tests
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1
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What is the unit of measurement for theoretical density?
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US Units
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Mass Determination
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NA
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Specific Gravity for Sample 1
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2.000
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Theoretical maximum density at 25°C (77°F)
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no data
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Test 6 of 8
DIME Test ID: 2015-06-02-7-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 06/15/2015
Date Tested: 06/12/2015
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
|
What test method is performed?
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Method A
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|
Bulk dry specific gravity
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2.576
|
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Average uncompacted voids
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45.2 %
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Test 7 of 8
DIME Test ID: 2015-06-02-7-7
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 06/15/2015
Date Tested: 06/12/2015
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
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Method
|
1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
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Coarse 2 Faced and Fine 1 Faced
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|
Percentage of fractured, coarse, 2 faced particles tested
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98 %
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Percentage of fractured, fine, 1 faced particles tested
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100 %
|
Test 8 of 8
DIME Test ID: 2015-06-02-7-8
Test Method: ASTM D4791-10: Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Flat and Elongated Particles)
Verified Date: 06/15/2015
Date Tested: 06/15/2015
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified:
|
How is the aggregated being tested?
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By mass
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|
What test method is being used?
|
Method B
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|
Dimensional ratio used
|
5.1
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Percent (by mass) flat and elongated particles on the 3 in. sieve
|
0 %
|
|
Percent (by mass) not flat and not elongated particles on the 3 in. sieve
|
0 %
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|
Percent (by mass) flat and elongated particles on the 2 1/2 in. sieve
|
0 %
|
|
Percent (by mass) not flat and not elongated particles on the 2 1/2 in. sieve
|
0 %
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Percent (by mass) flat and elongated particles on the 2 in. sieve
|
0 %
|
|
Percent (by mass) not flat and not elongated particles on the 2 in. sieve
|
0 %
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|
Percent (by mass) flat and elongated particles on the 1 1/2 in. sieve
|
0 %
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|
Percent (by mass) not flat and not elongated particles on the 1 1/2 in. sieve
|
0 %
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|
Percent (by mass) flat and elongated particles on the 1 in. sieve
|
0 %
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|
Percent (by mass) not flat and not elongated particles on the 1 in. sieve
|
0 %
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|
Percent (by mass) flat and elongated particles on the 3/4 in. sieve
|
0 %
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Percent (by mass) not flat and not elongated particles on the 3/4 in. sieve
|
0 %
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|
Percent (by mass) flat and elongated particles on the 1/2 in. sieve
|
0 %
|
|
Percent (by mass) not flat and not elongated particles on the 1/2 in. sieve
|
0 %
|
|
Percent (by mass) flat and elongated particles on the 3/8 in. sieve
|
0 %
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|
Percent (by mass) not flat and not elongated particles on the 3/8 in. sieve
|
0 %
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|
Percent (by mass) flat and elongated particles on the #4 sieve
|
0 %
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|
Percent (by mass) not flat and not elongated particles on the #4 sieve
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0 %
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Flat and elongated particles weighted average
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no data
|
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Not flat and elongated particles weighted average
|
no data
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