Sample Record for 2015-04-10-7
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 209866 DEA: 043G7604 EFIS: 0412000170
QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-128-20.2
Work Description: INSTALL HORIZONTAL DRAINS, SLOPE INDICATORS, AND HIGHWAY PLANTING.
Location Description: NAPA COUNTY NEAR CAPELL CREEK BRIDGE
Contractor Name: GHILOTTI CONSTRUCTION COMPANY
Contractor Address: 246 GHILOTTI AVENUE, SANTA ROSA, CA 95407
Resident Engineer: Steve Russell Structure Rep.: Long Ly
Sample Information
DIME Sample ID: 2015-04-10-7
TL Number from the TL Form: Unknown
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: 04/10/2015
Date that the sample was received by the laboratory/organization performing the testing: 04/15/2015
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-0198 thru 15ASPH-0203
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:
Test Results
Test 1 of 9
DIME Test ID: 2015-04-10-7-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/06/2015
Date Tested: 04/27/2015
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
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
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
|
96 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
79 %
|
|
Cumulative percent passing the 3/8 in. sieve
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71 %
|
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Cumulative percent passing the #4 sieve
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52 %
|
|
Cumulative percent passing the #8 sieve
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35 %
|
|
Cumulative percent passing the #16 sieve
|
25 %
|
|
Cumulative percent passing the #30 sieve
|
19 %
|
|
Cumulative percent passing the #50 sieve
|
12 %
|
|
Cumulative percent passing the #100 sieve
|
7 %
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Cumulative percent passing the #200 sieve
|
4 %
|
Test 2 of 9
DIME Test ID: 2015-04-10-7-2
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: 05/06/2015
Date Tested: 04/28/2015
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:
Test 3 of 9
DIME Test ID: 2015-04-10-7-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 05/06/2015
Date Tested: 04/28/2015
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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96 %
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|
Percentage of fractured, fine, 1 faced particles tested
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100 %
|
Test 4 of 9
DIME Test ID: 2015-04-10-7-4
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: 05/06/2015
Date Tested: 04/30/2015
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: does not comply
Additional Comments When Verified:
|
Grading designation
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B
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|
Percent loss after 100 revolutions
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15 %
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Percent loss after 500 revolutions
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no data
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Test 5 of 9
DIME Test ID: 2015-04-10-7-5
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 05/06/2015
Date Tested: 04/30/2015
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
|
Bulk
|
|
Specific Gravity
|
2.742
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Absorption
|
2 %
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Test 6 of 9
DIME Test ID: 2015-04-10-7-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 05/06/2015
Date Tested: 04/29/2015
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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What test method is performed?
|
Method A
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Bulk dry specific gravity
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2.548 grams
|
|
Average uncompacted voids
|
44.9 %
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Test 7 of 9
DIME Test ID: 2015-04-10-7-7
Test Method: ASTM D4791-10: Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Flat and Elongated Particles)
Verified Date: 05/06/2015
Date Tested: 04/30/2015
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?
|
By mass
|
|
What test method is being used?
|
Method B
|
|
Dimensional ratio used
|
5.1
|
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Percent (by mass) flat and elongated particles on the 3 in. sieve
|
100 %
|
|
Percent (by mass) not flat and not elongated particles on the 3 in. sieve
|
100 %
|
|
Percent (by mass) flat and elongated particles on the 2 1/2 in. sieve
|
100 %
|
|
Percent (by mass) not flat and not elongated particles on the 2 1/2 in. sieve
|
100 %
|
|
Percent (by mass) flat and elongated particles on the 2 in. sieve
|
100 %
|
|
Percent (by mass) not flat and not elongated particles on the 2 in. sieve
|
100 %
|
|
Percent (by mass) flat and elongated particles on the 1 1/2 in. sieve
|
100 %
|
|
Percent (by mass) not flat and not elongated particles on the 1 1/2 in. sieve
|
100 %
|
|
Percent (by mass) flat and elongated particles on the 1 in. sieve
|
100 %
|
|
Percent (by mass) not flat and not elongated particles on the 1 in. sieve
|
100 %
|
|
Percent (by mass) flat and elongated particles on the 3/4 in. sieve
|
100 %
|
|
Percent (by mass) not flat and not elongated particles on the 3/4 in. sieve
|
100 %
|
|
Percent (by mass) flat and elongated particles on the 1/2 in. sieve
|
100 %
|
|
Percent (by mass) not flat and not elongated particles on the 1/2 in. sieve
|
100 %
|
|
Percent (by mass) flat and elongated particles on the 3/8 in. sieve
|
0.6 %
|
|
Percent (by mass) not flat and not elongated particles on the 3/8 in. sieve
|
0.6 %
|
|
Percent (by mass) flat and elongated particles on the #4 sieve
|
0.1 %
|
|
Percent (by mass) not flat and not elongated particles on the #4 sieve
|
0.1 %
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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
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no data
|
Test 8 of 9
DIME Test ID: 2015-04-10-7-8
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: 05/06/2015
Date Tested: 04/30/2015
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
|
1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
NA
|
|
Specific Gravity for Sample 1
|
2.000
|
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
Test 9 of 9
DIME Test ID: 2015-04-10-7-9
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 05/06/2015
Date Tested: 04/30/2015
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
|
2.548
|
|
Bulk specific gravity (SSD Basis)
|
2.648
|
|
Apparent specific gravity
|
2.833
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Absorption
|
4 %
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