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Sample Record for 2023-07-24-23

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Project Information

Project ID: 994310 DEA: 034F6504 EFIS: 0314000233 QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL-50,80-0.0/2.5,4.1/R11.4
Work Description: CRCP, HMA (TYPE A), RDWY EXC, CLASS 2 AB, FIBER OPTIC CABLE SYSTEMS.
Location Description: YOLO COUNTY IN AND NEAR WEST SACRAMENTO ON ROUTE 80 FROM 1.7 MILES EAST OF MACE BOULEVARD OVERCROSSING TO SACRAMENTO RIVER BRIDGE AND OVERHEAD (BRYTE BEND) AND ON ROUTE 50 FROM ROUTE 80 JUNCTION TO JEFFERSON BOULEVARD UNDERCROSSING
Contractor Name: Flat-Iron Teichert A Joint Venture
Contractor Address: 1200 Concord Avenue Suite 465, Concord, CA 94520
Resident Engineer: Daniel Tecle Structure Rep.: Brent Bullard

Sample Information

DIME Sample ID: 2023-07-24-23
TL Number from the TL Form:
Sample Submitted By Organization: Blackburn Consulting
Sample Organization Contact: (916) 375-8706
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/24/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/24/2023
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: 3/4" HMA SP 58-22
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 2
HMA Mix Number:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2023-07-24-23-1
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 08/09/2023
Date Tested: 07/24/2023
Submitted By Organization: Blackburn Consulting
Organization Address: 2491 Boatman Avenue,
Organization City: West Sacrametno
Organization State: CA
Organization Zipcode: 95691
Organization Email: brycem@blackburnconsulting.com
Organization Phone: (916) 375-8706
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Water
Specific Gravity for Sample 1 2.552
Theoretical maximum density at 25°C (77°F) 2544 kg/m^3

Test 2 of 5

DIME Test ID: 2023-07-24-23-2
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 08/09/2023
Date Tested: 07/24/2023
Submitted By Organization: Blackburn Consulting
Organization Address: 2491 Boatman Avenue,
Organization City: West Sacrametno
Organization State: CA
Organization Zipcode: 95691
Organization Email: brycem@blackburnconsulting.com
Organization Phone: (916) 375-8706
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.449
Bulk Specific Gravity 2 2.393
Bulk Specific Gravity 3 2.407
Average Bulk Specific Gravity 2.416

Test 3 of 5

DIME Test ID: 2023-07-24-23-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/09/2023
Date Tested: 07/24/2023
Submitted By Organization: Blackburn Consulting
Organization Address: 2491 Boatman Avenue,
Organization City: West Sacrametno
Organization State: CA
Organization Zipcode: 95691
Organization Email: brycem@blackburnconsulting.com
Organization Phone: (916) 375-8706
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is an aggregate correction factor used? No
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 99 %
Cumulative percent passing the 1/2 in. sieve 90 %
Cumulative percent passing the 3/8 in. sieve 77 %
Cumulative percent passing the #4 sieve 47 %
Cumulative percent passing the #8 sieve 28 %
Cumulative percent passing the #16 sieve 21 %
Cumulative percent passing the #30 sieve 15 %
Cumulative percent passing the #50 sieve 10 %
Cumulative percent passing the #100 sieve 6 %
Cumulative percent passing the #200 sieve 4.4 %

Test 4 of 5

DIME Test ID: 2023-07-24-23-4
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 08/10/2023
Date Tested: 08/07/2023
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 1 7343.5 grams
Mass of oven-dry sample in air for Sample 1 2556.2 grams
Mass of container filled with the sample and water for Sample 1 8898.6 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.553
Theoretical maximum density at 25°C (77°F) 2546 kg/m^3

Test 5 of 5

DIME Test ID: 2023-07-24-23-5
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
Data has not been verified.