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Sample Record for 2026-09-08-50

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Project Information

Project ID: 1002589 DEA: 112N2354 EFIS: 1124000193 QA Service Level: 1
DIST-CO-RTE-PM: 11-SAN DIEGO-76-R8.1/R12.0
Work Description: RTE 76 REHAB - OCEANSIDE, 0.4 MI E OF MELROSE DR TO OLIVE HILL RD/CAMINO DEL REY (11-2N2354)
Location Description:
Contractor Name: CALMEX ENGINEERING INC.
Contractor Address: 2750 Lilac Ave, Bloomington, CA 92316
Resident Engineer: Fahad Masud Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-09-08-50
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: 09/08/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/09/2026
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: 3/4" HMA-A
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American Asphalt Corona

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 105793
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 13

Test Results

Test

DIME Test ID: 2026-09-08-50-4
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: 10/06/2026
Date Tested: 09/28/2026
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 2.565 Gmm Tested 2.572 Gmm
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 2561.5 grams
Mass of container filled with the sample and water for Sample 1 9041.1 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.572
Theoretical maximum density at 25°C (77°F) 160.1 lb/ft^3

Test

DIME Test ID: 2026-09-08-50-2
Test Method: AASHTO T308-25: 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.

Test

DIME Test ID: 2026-09-08-50-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/06/2026
Date Tested: 10/01/2026
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 4.3% ( +/- 1.5% )
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.9 %
Percent Air Voids 2 4.7 %
Percent Air Voids 3 4.6 %
Average Percent Air Voids 4.7 %

Test

DIME Test ID: 2026-09-08-50-5
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: 10/06/2026
Date Tested: 09/29/2026
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 Low to High Gmb within the 0.024 spec
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.446
Bulk Specific Gravity 2 2.45
Bulk Specific Gravity 3 2.453
Average Bulk Specific Gravity 2.45

Test

DIME Test ID: 2026-09-08-50-11
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: 10/06/2026
Date Tested: 10/01/2026
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: RAP Complies
Test Result Compliance: complies
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 1568 grams
Mass of container filled with the sample and water for Sample 1 8417.2 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.503
Theoretical maximum density at 25°C (77°F) 155.8 lb/ft^3

Test

DIME Test ID: 2026-09-08-50-10
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: 10/06/2026
Date Tested: 10/01/2026
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: RAP Complies
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 4046.7 g
Mass of the specimen and specimen basket assembly prior to ignition 5708 g
Mass of HMA Sample prior to ignition 1661.3 g
Corrected Asphalt Binder Content 6.22 %
Mass Loss 103.4 g
Mass of aggregate remaining after ignition 1557.9 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: 2026-09-08-50-13
Test Method: AASHTO T308-25: 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: 10/06/2026
Date Tested: 10/01/2026
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: RAP Complies
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 4042.6 g
Mass of the specimen and specimen basket assembly prior to ignition 5710.1 g
Corrected Asphalt Binder Content 7.14 %
Mass of HMA Sample prior to ignition 1667.5 g
Mass Loss 119.1 g
Mass of aggregate remaining after ignition 1548.4 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: 2026-09-08-50-14
Test Method: AASHTO T308-25: 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: 10/06/2026
Date Tested: 10/01/2026
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: RAP Complies
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 4053.6 g
Mass of the specimen and specimen basket assembly prior to ignition 5710.5 g
Corrected Asphalt Binder Content 6.14 %
Mass of HMA Sample prior to ignition 1656.9 g
Mass Loss 101.7 g
Mass of aggregate remaining after ignition 1555.2 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: 2026-09-08-50-12
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/06/2026
Date Tested: 10/01/2026
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: RAP N/A Need HMA T30 Data to Complete Combined Gradation Report
Test Result Compliance: not applicable
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) no data0 %
Aggregate correction factor for the 1/2 in. sieve (% passing) -0.4 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -2.6 %
Aggregate correction factor for the #4 sieve (% passing) -4.9 %
Aggregate correction factor for the #8 sieve (% passing) -4.5 %
Aggregate correction factor for the #16 sieve (% passing) -0.8 %
Aggregate correction factor for the #30 sieve (% passing) -0.1 %
Aggregate correction factor for the #50 sieve (% passing) 0.3 %
Aggregate correction factor for the #100 sieve (% passing) -0.2 %
Aggregate correction factor for the #200 sieve (% passing) 0.2 %
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 86 %
Cumulative percent passing the #4 sieve 57 %
Cumulative percent passing the #8 sieve 40 %
Cumulative percent passing the #16 sieve 33 %
Cumulative percent passing the #30 sieve 25 %
Cumulative percent passing the #50 sieve 18 %
Cumulative percent passing the #100 sieve 12 %
Cumulative percent passing the #200 sieve 9 %

Test

DIME Test ID: 2026-09-08-50-8
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
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.

Test

DIME Test ID: 2026-09-08-50-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture 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.

Test

DIME Test ID: 2026-09-08-50-9
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 10/06/2026
Date Tested: 10/01/2026
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
Test Result Compliance: complies
Additional Comments When Verified:
Number of Cores 2
Core ID 1A
Dry Weight 1446.7 grams
Parrafin Coated Weight 1463.7 grams
Coated Weight in Water 831.6 grams
Theoretical Maximum Density 2.572
Core 2 ID 1B
Dry Weight 2 1369.4 grams
Parrafin Coated Weight 2 1385 grams
Coated Weight in Water 2 791.8 grams

Test

DIME Test ID: 2026-09-08-50-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 10/06/2026
Date Tested: 10/06/2026
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 1.73 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
Test Temperature 122 F
Air Void Content for specimen A-1 7.4 %
Air Void Content for specimen A-2 7.3 %
Air Void Content for specimen B-1 7.1 %
Air Void Content for specimen B-2 7.2 %
Stripping Inflection Point (Wheel A) >20000
Stripping Inflection Point (Wheel B) >20000
Maximum impression at 5000 passes (left wheel) 1.3 mm
Maximum impression at 5000 passes (right wheel) 1.11 mm
Average impression at 5000 passes (left/right avg) 1.21 mm
Maximum impression at 10000 passes (left wheel) 1.53 mm
Maximum impression at 10000 passes (right wheel) 1.31 mm
Average impression at 10000 passes (left/right avg) 1.42 mm
Maximum impression at 15000 passes (left wheel) 1.67 mm
Maximum impression at 15000 passes (right wheel) 1.51 mm
Average impression at 15000 passes (left/right avg) 1.59 mm
Maximum impression at 20000 passes (left wheel) 1.79 mm
Maximum impression at 20000 passes (right wheel) 1.68 mm
Average impression at 20000 passes (left/right avg) 1.73 mm
Average impression at 25000 passes (left/right avg) no data