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Sample Record for 2015-05-06-4

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Project Information

Project ID: 209767 DEA: 043G6504 EFIS: 0412000150 QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-680-0.35/13.10
Work Description:
Location Description:
Contractor Name: DESILVA GATES CONSTRUCTION LP
Contractor Address: 11555 DUBLIN BLVD, DUBLIN CA 94568
Resident Engineer: JOYTSNA SHARMA Structure Rep.: Mohammad Nasim

Sample Information

DIME Sample ID: 2015-05-06-4
TL Number from the TL Form: C667676 thru C667681
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: 05/06/2015
Date that the sample was received by the laboratory/organization performing the testing: 05/08/2015
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: 1/2 HMA
From where was the sample collected: Source
Laboratory sample identification: 15ASPH0237 thru 15ASPH0241
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 7

DIME Test ID: 2015-05-06-4-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/02/2015
Date Tested: 05/11/2015
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
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 100 %
Cumulative percent passing the 1/2 in. sieve 96 %
Cumulative percent passing the 3/8 in. sieve 79 %
Cumulative percent passing the #4 sieve 55 %
Cumulative percent passing the #8 sieve 35 %
Cumulative percent passing the #16 sieve 22 %
Cumulative percent passing the #30 sieve 14 %
Cumulative percent passing the #50 sieve 10 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 5 %

Test 2 of 7

DIME Test ID: 2015-05-06-4-2
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: 06/02/2015
Date Tested: 05/11/2015
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:
Sand Equivalent 66

Test 3 of 7

DIME Test ID: 2015-05-06-4-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 06/02/2015
Date Tested: 05/12/2015
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:
Basis for relative density testing Bulk
Specific Gravity 2.655
Absorption 2.2 %

Test 4 of 7

DIME Test ID: 2015-05-06-4-4
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: 06/02/2015
Date Tested: 05/14/2015
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 5 of 7

DIME Test ID: 2015-05-06-4-5
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 06/02/2015
Date Tested: 05/14/2015
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? Method A
Bulk dry specific gravity 2.576 grams
Average uncompacted voids 45.1 %

Test 6 of 7

DIME Test ID: 2015-05-06-4-6
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 06/02/2015
Date Tested: 05/15/2015
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:
Method 1 - Combined Fracture Determination
Aggregate Size and Fracture Type Coarse 2 Faced and Fine 1 Faced
Percentage of fractured, coarse, 2 faced particles tested 100 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Test 7 of 7

DIME Test ID: 2015-05-06-4-7
Test Method: ASTM D4791-10: Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Flat and Elongated Particles)
Verified Date: 06/02/2015
Date Tested: 05/15/2015
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? By mass
What test method is being used? Method B
Dimensional ratio used 5.1
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 %
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 %
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 %
Percent (by mass) flat and elongated particles on the 1 1/2 in. sieve 0 %
Percent (by mass) not flat and not elongated particles on the 1 1/2 in. sieve 0 %
Percent (by mass) flat and elongated particles on the 1 in. sieve 0 %
Percent (by mass) not flat and not elongated particles on the 1 in. sieve 0 %
Percent (by mass) flat and elongated particles on the 3/4 in. sieve 0 %
Percent (by mass) not flat and not elongated particles on the 3/4 in. sieve 0 %
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 %
Percent (by mass) not flat and not elongated particles on the 3/8 in. sieve 0 %
Percent (by mass) flat and elongated particles on the #4 sieve 0 %
Percent (by mass) not flat and not elongated particles on the #4 sieve 0 %
Flat and elongated particles weighted average no data
Not flat and elongated particles weighted average no data