Print Report | Back to Sample Detail

Sample Record for 2023-09-21-50

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

Project Information

Project ID: 993287 DEA: 112T35U4 EFIS: 1121000195 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-R37.4/R52.6
Work Description: CMSTPL-6211(148) I-5 N Coast Corridor HOV Extension Carlsbad
Location Description: IN SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM LOMAS SANTA FE DRIVE UNDERCROSSING TO 0.2 MILES NORTH OF OCEANSIDE BOULEVARD UNDERCROSSING
Contractor Name: Flatironcorp
Contractor Address: 1525 Faraday Avenue, Suite 180, Carlsbad, CA 92008
Resident Engineer: Steve McMillan Structure Rep.: Rafael Lopez

Sample Information

DIME Sample ID: 2023-09-21-50
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 688-1570
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/21/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/25/2023
The quantity of what the sample constitutes: 12 boxes 2 bags
A brief description of the sample: 1/2" RHMA
From where was the sample collected: Source
Laboratory sample identification: 5212-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 21218080SR
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2023-09-21-50-1
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: 10/30/2023
Date Tested: 09/29/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Binder Content Requirement 7.5
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 4010.1 g
Mass of the specimen and specimen basket assembly prior to ignition 5586.3 g
Mass of HMA Sample prior to ignition 1576.2 g
Corrected Asphalt Binder Content 7.70 %
Mass Loss 127.6 g
Mass of aggregate remaining after ignition 1448.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.40 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 F

Test 2 of 6

DIME Test ID: 2023-09-21-50-2
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: 10/30/2023
Date Tested: 10/16/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
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 7477.1 grams
Mass of oven-dry sample in air for Sample 1 1540.3 grams
Mass of container filled with the sample and water for Sample 1 8377.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.405
Theoretical maximum density at 25°C (77°F) 149.7 lb/ft^3

Test 3 of 6

DIME Test ID: 2023-09-21-50-3
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: 10/30/2023
Date Tested: 10/11/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Failed Height Requirements 1)123.6 2)123.8 3)123.5
Test Result Compliance: does not comply
Additional Comments When Verified:
Bulk Specific Gravity 0.000
Bulk Specific Gravity 2 0.000
Bulk Specific Gravity 3 0.000
Average Bulk Specific Gravity 0

Test 4 of 6

DIME Test ID: 2023-09-21-50-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/30/2023
Date Tested: 10/16/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Failed height Specification of 115.0 mm
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 100.0 %
Percent Air Voids 2 100.0 %
Percent Air Voids 3 100.0 %
Percent Air Voids Average 100.0 %

Test 5 of 6

DIME Test ID: 2023-09-21-50-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/30/2023
Date Tested: 10/06/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 92 psi
Average Wet Tensile Strength 47 psi
Tensile Strength Ratio 0.51

Test 6 of 6

DIME Test ID: 2023-09-21-50-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 10/30/2023
Date Tested: 10/24/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test Temperature 122 F
Type and Amount of Anti-Stripping Additive N/A
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 1.74 mm
Maximum impression at 5000 passes (right wheel) 1.9 mm
Average impression at 5000 passes (left/right avg) 1.82 mm
Maximum impression at 10000 passes (left wheel) 2.11 mm
Maximum impression at 10000 passes (right wheel) 2.58 mm
Average impression at 10000 passes (left/right avg) 2.34 mm
Maximum impression at 15000 passes (left wheel) 2.33 mm
Maximum impression at 15000 passes (right wheel) 3.55 mm
Average impression at 15000 passes (left/right avg) 2.94 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data