Print Report | Back to Sample Detail

Sample Record for 2026-08-06-90

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1001625 DEA: 11173704 EFIS: 1100020255 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-2.6/3.2
Work Description: WIDEN INTERCHANGE, STRUCTURES, HMA-A, RHMA-G, LANDSCAPE, & ELECTRICAL.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF PALM AVENUE OVERCROSSING
Contractor Name: SEMA CONSTRUCTION
Contractor Address: 1901 Cmino Vida Roble, Suite 100, Carlsbad, CA 92008
Resident Engineer: Karl Hartline Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-08-06-90
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: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/06/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/06/2026
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: JMF
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 220305 Otay Val
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier: Valero
RAP content (%): 0
WMA Additives: No
Antistrip type:
Test results on following page(s): 12

Test Results

Test

DIME Test ID: 2026-08-06-90-5
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: 08/26/2026
Date Tested: 08/20/2026
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 4039.7 g
Mass of the specimen and specimen basket assembly prior to ignition 5694.3 g
Mass of HMA Sample prior to ignition 1654.6 g
Corrected Asphalt Binder Content 6.82 %
Mass Loss 112.9 g
Mass of aggregate remaining after ignition 1541.7 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: 2026-08-06-90-6
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: 08/26/2026
Date Tested: 08/20/2026
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 4054 g
Mass of the specimen and specimen basket assembly prior to ignition 5709.5 g
Mass of HMA Sample prior to ignition 1655.5 g
Corrected Asphalt Binder Content 7.07 %
Mass Loss 117 g
Mass of aggregate remaining after ignition 1538.5 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: 2026-08-06-90-7
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: 08/26/2026
Date Tested: 08/20/2026
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 3932.7 g
Mass of the specimen and specimen basket assembly prior to ignition 5590.4 g
Mass of HMA Sample prior to ignition 1657.7 g
Corrected Asphalt Binder Content 6.8 %
Mass Loss 112.7 g
Mass of aggregate remaining after ignition 1545 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: 2026-08-06-90-1
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: 08/26/2026
Date Tested: 08/24/2026
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 2.489 Tested 2.501
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 2546.6 grams
Mass of container filled with the sample and water for Sample 1 9004.1 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.501
Theoretical maximum density at 25°C (77°F) 155.7 lb/ft^3

Test

DIME Test ID: 2026-08-06-90-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/26/2026
Date Tested: 08/27/2026
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 4.6%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.5 %
Percent Air Voids 2 4.6 %
Percent Air Voids 3 4.6 %
Average Percent Air Voids 4.6 %

Test

DIME Test ID: 2026-08-06-90-3
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: 08/26/2026
Date Tested: 08/24/2026
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 Low and High within 0.0024 / Tested Low-2.386 and High - 2.389
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.389
Bulk Specific Gravity 2 2.386
Bulk Specific Gravity 3 2.386
Average Bulk Specific Gravity 2.387

Test

DIME Test ID: 2026-08-06-90-9
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: 08/26/2026
Date Tested: 08/25/2026
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 4.70% ( -.3 to +.5 ) Tested 5.38% Saved the aggregates to conduct a T-30
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 4040.6 g
Mass of the specimen and specimen basket assembly prior to ignition 6089.9 g
Mass of HMA Sample prior to ignition 2049.3 g
Corrected Asphalt Binder Content 5.38 %
Mass Loss 123.6 g
Mass of aggregate remaining after ignition 1925.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.65 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test

DIME Test ID: 2026-08-06-90-10
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/26/2026
Date Tested: 08/27/2026
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: Does Not Comply
Test Result Compliance: does not comply
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) 1 %
Aggregate correction factor for the 1/2 in. sieve (% passing) 0.7 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -0.4 %
Aggregate correction factor for the #4 sieve (% passing) -0.8 %
Aggregate correction factor for the #8 sieve (% passing) -0.7 %
Aggregate correction factor for the #16 sieve (% passing) -0.7 %
Aggregate correction factor for the #30 sieve (% passing) 0.2 %
Aggregate correction factor for the #50 sieve (% passing) 0.5 %
Aggregate correction factor for the #100 sieve (% passing) 0.5 %
Aggregate correction factor for the #200 sieve (% passing) 0.6 %
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 88 %
Cumulative percent passing the 3/8 in. sieve 78 %
Cumulative percent passing the #4 sieve 56 %
Cumulative percent passing the #8 sieve 46 %
Cumulative percent passing the #16 sieve 36 %
Cumulative percent passing the #30 sieve 26 %
Cumulative percent passing the #50 sieve 16 %
Cumulative percent passing the #100 sieve 9 %
Cumulative percent passing the #200 sieve 5.6 %

Test

DIME Test ID: 2026-08-06-90-4
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 08/31/2026
Date Tested: 08/27/2026
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 4.54 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
Test Temperature 122 F
Air Void Content for specimen A-1 7.3 %
Air Void Content for specimen A-2 7.4 %
Air Void Content for specimen B-1 7.3 %
Air Void Content for specimen B-2 7.3 %
Stripping Inflection Point (Wheel A) >20000
Stripping Inflection Point (Wheel B) >20000
Maximum impression at 5000 passes (left wheel) 2.5 mm
Maximum impression at 5000 passes (right wheel) 2.11 mm
Average impression at 5000 passes (left/right avg) 2.3 mm
Maximum impression at 10000 passes (left wheel) 3.19 mm
Maximum impression at 10000 passes (right wheel) 2.64 mm
Average impression at 10000 passes (left/right avg) 2.92 mm
Maximum impression at 15000 passes (left wheel) 3.88 mm
Maximum impression at 15000 passes (right wheel) 3.24 mm
Average impression at 15000 passes (left/right avg) 3.56 mm
Maximum impression at 20000 passes (left wheel) 5.05 mm
Maximum impression at 20000 passes (right wheel) 4.02 mm
Average impression at 20000 passes (left/right avg) 4.54 mm
Average impression at 25000 passes (left/right avg) no data

Test

DIME Test ID: 2026-08-06-90-8
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/04/2026
Date Tested: 08/27/2026
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 Targets - WET > 70 psi and DRY > 100 psi - Tested WET - 100 psi and DRY - 180 psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 180 psi
Average Wet Tensile Strength 100 psi
Tensile Strength Ratio 0.56

Test

DIME Test ID: 2026-08-06-90-12
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: 08/31/2026
Date Tested: 08/28/2026
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: Retest, Does not comply, tested 5.45%, max allowed is 5.40%. Oven 4
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4026.5 g
Mass of the specimen and specimen basket assembly prior to ignition 6050.1 g
Mass of HMA Sample prior to ignition 2023.6 g
Corrected Asphalt Binder Content 5.45 %
Mass Loss 123.6 g
Mass of aggregate remaining after ignition 1900 g
Correction Factor (Percent by mass of HMA Specimen) 0.66 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test

DIME Test ID: 2026-08-06-90-11
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/31/2026
Date Tested: 08/28/2026
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: Does not Comply
Test Result Compliance: does not comply
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) -0.2 %
Aggregate correction factor for the 1/2 in. sieve (% passing) -1 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -0.2 %
Aggregate correction factor for the #4 sieve (% passing) -0.3 %
Aggregate correction factor for the #8 sieve (% passing) -0.1 %
Aggregate correction factor for the #16 sieve (% passing) -0.1 %
Aggregate correction factor for the #30 sieve (% passing) 0.6 %
Aggregate correction factor for the #50 sieve (% passing) 0.6 %
Aggregate correction factor for the #100 sieve (% passing) 0.7 %
Aggregate correction factor for the #200 sieve (% passing) 0.7 %
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 97 %
Cumulative percent passing the 1/2 in. sieve 86 %
Cumulative percent passing the 3/8 in. sieve 77 %
Cumulative percent passing the #4 sieve 55 %
Cumulative percent passing the #8 sieve 46 %
Cumulative percent passing the #16 sieve 36 %
Cumulative percent passing the #30 sieve 26 %
Cumulative percent passing the #50 sieve 15 %
Cumulative percent passing the #100 sieve 9 %
Cumulative percent passing the #200 sieve 5.4 %