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Sample Record for 2026-08-19-64

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Project Information

Project ID: 1001687 DEA: 11430344 EFIS: 1118000104 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5,54,94,125-Var
Work Description: CULVERTS RESTORATION, RHMA, JPCP, ISR, BARRIER, LANDSCAPE, ELECTRICAL.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS
Contractor Name: GRIFFITH COMPANY
Contractor Address: 13520 Evening Creek Drive, Suite 400, San Diego, CA 92128
Resident Engineer: Sultan Ghazialam Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-08-19-64
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/19/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/16/2026
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: Plant Sample
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: MM Lakeside

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 23418180T3
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%): 0
WMA Additives:
Antistrip type:
Test results on following page(s): 6

Test Results

Test

DIME Test ID: 2026-08-19-64-2
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)
Verified Date: 09/15/2026
Date Tested: 09/10/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4027.2 g
Mass of the specimen and specimen basket assembly prior to ignition 6080.7 g
Mass of HMA Sample prior to ignition 2053.5 g
Corrected Asphalt Binder Content 7.23 %
Mass Loss 149.8 g
Mass of aggregate remaining after ignition 1903.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.06 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test

DIME Test ID: 2026-08-19-64-3
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 09/11/2026
Date Tested: 09/10/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: N/A - Complies Target 2.449 - Tested 2.431 . Within 0.019
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 1 7475.6 grams
Mass of oven-dry sample in air for Sample 1 2555.8 grams
Mass of container filled with the sample and water for Sample 1 8979.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.431
Theoretical maximum density at 25°C (77°F) 151.3 lb/ft^3

Test

DIME Test ID: 2026-08-19-64-4
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: 09/11/2026
Date Tested: 09/10/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target Gmb from low to high between 0.024 Gmb Tested Low-2.340 Gmb and High-2.357 Gmb
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.348
Bulk Specific Gravity 2 2.34
Bulk Specific Gravity 3 2.357
Average Bulk Specific Gravity 2.348

Test

DIME Test ID: 2026-08-19-64-5
Test Method: AASHTO T269-24E25: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/11/2026
Date Tested: 09/10/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target 4.0% ( +/- 1.5% ) Tested an Avg of 3.4%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.4 %
Percent Air Voids 2 3.7 %
Percent Air Voids 3 3 %
Average Percent Air Voids 3.4 %

Test

DIME Test ID: 2026-08-19-64-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 09/17/2026
Date Tested: 09/16/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target < 12.7 mm - Tested an Avg of 2.19 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
Test Temperature 122 F
Air Void Content for specimen A-1 6 %
Air Void Content for specimen A-2 6 %
Air Void Content for specimen B-1 6.2 %
Air Void Content for specimen B-2 6.3 %
Stripping Inflection Point (Wheel A) >20000
Stripping Inflection Point (Wheel B) >20000
Maximum impression at 5000 passes (left wheel) 1.56 mm
Maximum impression at 5000 passes (right wheel) 1.14 mm
Average impression at 5000 passes (left/right avg) 1.35 mm
Maximum impression at 10000 passes (left wheel) 2.12 mm
Maximum impression at 10000 passes (right wheel) 1.35 mm
Average impression at 10000 passes (left/right avg) 1.74 mm
Maximum impression at 15000 passes (left wheel) 2.38 mm
Maximum impression at 15000 passes (right wheel) 1.53 mm
Average impression at 15000 passes (left/right avg) 1.96 mm
Maximum impression at 20000 passes (left wheel) 2.65 mm
Maximum impression at 20000 passes (right wheel) 1.72 mm
Average impression at 20000 passes (left/right avg) 2.19 mm
Average impression at 25000 passes (left/right avg) no data

Test

DIME Test ID: 2026-08-19-64-8
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/15/2026
Date Tested: 09/15/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies per Mix Design 35-11 Page 4
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
Aggregate correction factor for the 2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 in. sieve (% passing) no data0 %
Aggregate correction factor for the 3/4 in. sieve (% passing) -0.7 %
Aggregate correction factor for the 1/2 in. sieve (% passing) -0.2 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -0.5 %
Aggregate correction factor for the #4 sieve (% passing) 0.2 %
Aggregate correction factor for the #8 sieve (% passing) -1.1 %
Aggregate correction factor for the #16 sieve (% passing) -0.1 %
Aggregate correction factor for the #30 sieve (% passing) 0.1 %
Aggregate correction factor for the #50 sieve (% passing) 0.4 %
Aggregate correction factor for the #100 sieve (% passing) 0.8 %
Aggregate correction factor for the #200 sieve (% passing) 0.9 %
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 85 %
Cumulative percent passing the 3/8 in. sieve 65 %
Cumulative percent passing the #4 sieve 30 %
Cumulative percent passing the #8 sieve 21 %
Cumulative percent passing the #16 sieve 15 %
Cumulative percent passing the #30 sieve 11 %
Cumulative percent passing the #50 sieve 8 %
Cumulative percent passing the #100 sieve 6 %
Cumulative percent passing the #200 sieve 4.4 %