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Sample Record for 2026-07-30-107

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Project Information

Project ID: 1000703 DEA: 11430194 EFIS: 1118000001 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-15-0.4/R10.2
Work Description: CULVERT RESTORATION, TUNNEL CO MONITORING SYSTEM, & ADA RAMP.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM 0.2 MILE SOUTH OF ROUTE 5/15 SEPARATION TO 0.4 MILE SOUTH OF ROUTE 52/15 SEPARATION.
Contractor Name: HAZARD CONSRUCTION ENGR, LLC
Contractor Address: 10529 Vine street, Lakeside CA, 92040
Resident Engineer: Genaro Genel-Trujillo Structure Rep.: Anh Ma

Sample Information

DIME Sample ID: 2026-07-30-107
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: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/30/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/31/2026
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: Reduced PSU
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: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 21217105 MM
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): 8

Test Results

Test

DIME Test ID: 2026-07-30-107-3
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: 09/14/2026
Date Tested: 09/14/2026
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: RAP
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly 4052.3 g
Mass of the specimen and specimen basket assembly prior to ignition 5706.9 g
Mass of HMA Sample prior to ignition 1654.6 g
Corrected Asphalt Binder Content 6.17 %
Mass Loss 102.1 g
Mass of aggregate remaining after ignition 1552.5 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F

Test

DIME Test ID: 2026-07-30-107-4
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: 09/14/2026
Date Tested: 09/14/2026
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 2.472 Tested 2 times 1-st 2.492 and 2nd-2.476 . These 2 test comply with the spec of 0.019
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 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 7475.6 grams
Mass of oven-dry sample in air for Sample 1 1542.9 grams
Mass of container filled with the sample and water for Sample 1 8395.4 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.476
Theoretical maximum density at 25°C (77°F) 154.1 lb/ft^3

Test

DIME Test ID: 2026-07-30-107-5
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)
Verified Date: 09/18/2026
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 Used oven 3 - Target 5.25% - Tested 5.74 %
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 4049 g
Mass of the specimen and specimen basket assembly prior to ignition 5607.4 g
Mass of HMA Sample prior to ignition 1558.4 g
Corrected Asphalt Binder Content 5.74 %
Mass Loss 90.3 g
Mass of aggregate remaining after ignition 1468.1 g
Correction Factor (Percent by mass of HMA Specimen) 0.05 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test

DIME Test ID: 2026-07-30-107-6
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/14/2026
Date Tested: 09/14/2026
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 Avg of 5.2%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.1 %
Percent Air Voids 2 5 %
Percent Air Voids 3 5.5 %
Average Percent Air Voids 5.2 %

Test

DIME Test ID: 2026-07-30-107-7
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: 09/14/2026
Date Tested: 08/30/2026
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: Low to High Gmb within 0.024 . Tested Low to High at 0.012 Gmb
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.35
Bulk Specific Gravity 2 2.353
Bulk Specific Gravity 3 2.341
Average Bulk Specific Gravity 2.348

Test

DIME Test ID: 2026-07-30-107-9
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 09/14/2026
Date Tested: 09/01/2026
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 Avg of 2.45 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
Test Temperature 122 F
Air Void Content for specimen A-1 7.1 %
Air Void Content for specimen A-2 6.8 %
Air Void Content for specimen B-1 6.7 %
Air Void Content for specimen B-2 6.6 %
Stripping Inflection Point (Wheel A) >20000
Stripping Inflection Point (Wheel B) >20000
Maximum impression at 5000 passes (left wheel) 1.51 mm
Maximum impression at 5000 passes (right wheel) 1.28 mm
Average impression at 5000 passes (left/right avg) 1.4 mm
Maximum impression at 10000 passes (left wheel) 1.74 mm
Maximum impression at 10000 passes (right wheel) 1.54 mm
Average impression at 10000 passes (left/right avg) 1.64 mm
Maximum impression at 15000 passes (left wheel) 2.13 mm
Maximum impression at 15000 passes (right wheel) 1.71 mm
Average impression at 15000 passes (left/right avg) 1.92 mm
Maximum impression at 20000 passes (left wheel) 2.76 mm
Maximum impression at 20000 passes (right wheel) 2.14 mm
Average impression at 20000 passes (left/right avg) 2.45 mm
Average impression at 25000 passes (left/right avg) no data

Test

DIME Test ID: 2026-07-30-107-10
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/14/2026
Date Tested: 09/03/2026
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 DRY > 70 psi and DRY > 100 psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 206 psi
Average Wet Tensile Strength 149 psi
Tensile Strength Ratio 0.72

Test

DIME Test ID: 2026-07-30-107-11
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 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
Data has not been verified.