Print Report | Back to Sample Detail

Sample Record for 2026-01-16-10

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

Project Information

Project ID: 1000762 DEA: 11430364 EFIS: 1118000109 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-79-20.2/53.0
Work Description: CULVERT REPAIR, GUARDRAIL, FLASHING BEACON AND SIGN REPLACEMENTS.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM WEST JUNCTION ROUTE 78 TO RIVERSIDE COUNTY LINE
Contractor Name: NATIONWIDE CONTRACTING SERVICES, INC. DBA NATIONWIDE GENERAL CONSTRUCTION SERVICES
Contractor Address: 7660 Liberty Drive, Huntington Beach, CA 92647
Resident Engineer: Ryan Sresovich Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-01-16-10
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: 01/16/2026
Date that the sample was received by the laboratory/organization performing the testing: 01/16/2026
The quantity of what the sample constitutes: 16 Boxes
A brief description of the sample: PSU
From where was the sample collected: Source
Laboratory sample identification: 26-01-16-10
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta Lakeside

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 53417105
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2026-01-16-10-1
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: 02/25/2026
Date Tested: 01/23/2026
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: 5.775> 5.0, does not comply.
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 4029.4 g
Mass of the specimen and specimen basket assembly prior to ignition 6117.8 g
Corrected Asphalt Binder Content 5.77 %
Mass of HMA Sample prior to ignition 2088.4 g
Mass Loss 124.9 g
Mass of aggregate remaining after ignition 1963.5 g
Correction Factor (Percent by mass of HMA Specimen) 0.21 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 7

DIME Test ID: 2026-01-16-10-2
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)
Verified Date: 01/27/2026
Date Tested: 01/23/2026
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: not applicable
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4040.1 g
Mass of the specimen and specimen basket assembly prior to ignition 5674.7 g
Corrected Asphalt Binder Content 6.89 %
Mass of HMA Sample prior to ignition 1634.6 g
Mass Loss 112.7 g
Mass of aggregate remaining after ignition 1521.9 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 3 of 7

DIME Test ID: 2026-01-16-10-5
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: 01/27/2026
Date Tested: 01/22/2026
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: Target 2.451 Complies
Test Result Compliance: complies
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 7475.6 grams
Mass of oven-dry sample in air for Sample 1 2566.6 grams
Mass of container filled with the sample and water for Sample 1 8990.3 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.44
Theoretical maximum density at 25°C (77°F) 2433 kg/m^3

Test 4 of 7

DIME Test ID: 2026-01-16-10-6
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: 01/27/2026
Date Tested: 01/22/2026
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 Gmb within .98 from lowest to highest
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.371
Bulk Specific Gravity 2 2.374
Bulk Specific Gravity 3 2.367
Average Bulk Specific Gravity 2.371

Test 5 of 7

DIME Test ID: 2026-01-16-10-7
Test Method: AASHTO T269-24E25: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/27/2026
Date Tested: 01/22/2026
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 2.8%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 2.8 %
Percent Air Voids 2 2.7 %
Percent Air Voids 3 3 %
Average Percent Air Voids 2.8 %

Test 6 of 7

DIME Test ID: 2026-01-16-10-8
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 02/05/2026
Date Tested: 01/29/2026
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 Target WET > 70 psi and DRY > 100 psi Tested WET - 118 psi DRY - 160 psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 160 psi
Average Wet Tensile Strength 118 psi
Tensile Strength Ratio 0.74

Test 7 of 7

DIME Test ID: 2026-01-16-10-9
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 02/25/2026
Date Tested: 01/28/2026
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 < 12.7 mm Tested an Avg of 1.78 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
Test Temperature 113 F
Air Void Content for specimen A-1 6.5 %
Air Void Content for specimen A-2 6.6 %
Air Void Content for specimen B-1 6.7 %
Air Void Content for specimen B-2 6.8 %
Stripping Inflection Point (Wheel A) >10000
Stripping Inflection Point (Wheel B) >10000
Maximum impression at 5000 passes (left wheel) 0.92 mm
Maximum impression at 5000 passes (right wheel) 1.03 mm
Average impression at 5000 passes (left/right avg) 0.98 mm
Maximum impression at 10000 passes (left wheel) 1.74 mm
Maximum impression at 10000 passes (right wheel) 1.82 mm
Average impression at 10000 passes (left/right avg) 1.78 mm
Average impression at 15000 passes (left/right avg) no data
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data