Print Report | Back to Sample Detail

Sample Record for 2024-09-05-56

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

Project Information

Project ID: 994331 DEA: 11430254 EFIS: 1118000079 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-52-5.1/9.0
Work Description: CONST AUX LANE, COMPACTION GROUTING, RHMA, LANDSCAPE, & ELECTRICAL.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM 0.4 MILE WEST OF CONVOY STREET OVERCROSSING TO 0.3 MILE EAST OF SANTO ROAD OVERCROSSING
Contractor Name: CSI/CJA A JOINT VENTURE
Contractor Address: 9685 VIA EXCLENCIA STREET #200, SAN DIEGO, CA 92126
Resident Engineer: karl Hartline Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-09-05-56
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: 09/05/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/09/2024
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: HMA
From where was the sample collected: Source
Laboratory sample identification: 0803-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 MM
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-09-05-56-1
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: 09/18/2024
Date Tested: 09/16/2024
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 7.50% Saved material for HMA T30
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 3960.8 g
Mass of the specimen and specimen basket assembly prior to ignition 5507.5 g
Mass of HMA Sample prior to ignition 1546.7 g
Corrected Asphalt Binder Content 7.65 %
Mass Loss 121.2 g
Mass of aggregate remaining after ignition 1425.5 g
Correction Factor (Percent by mass of HMA Specimen) 0.19 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 6

DIME Test ID: 2024-09-05-56-2
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: 09/18/2024
Date Tested: 09/16/2024
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 4.457 Tested 2 Times 2.400
Test Result Compliance: complies
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 1561.8 grams
Mass of container filled with the sample and water for Sample 1 8386.6 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.4
Theoretical maximum density at 25°C (77°F) 149.4 lb/ft^3

Test 3 of 6

DIME Test ID: 2024-09-05-56-3
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: 09/18/2024
Date Tested: 09/16/2024
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 - Adjusted weight from 4800 to 4550 and Failed Void Avg of 10.3 %
Test Result Compliance: does not comply
Additional Comments When Verified:
Bulk Specific Gravity 2.161
Bulk Specific Gravity 2 2.165
Bulk Specific Gravity 3 2.133
Average Bulk Specific Gravity 2.153

Test 4 of 6

DIME Test ID: 2024-09-05-56-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/18/2024
Date Tested: 09/16/2024
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 - FAILED Voids of an Avg of 10.3 . Adjusted Weight from 4800 to 4550 .
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 10 %
Percent Air Voids 2 9.8 %
Percent Air Voids 3 11.1 %
Average Percent Air Voids 10.3 %

Test 5 of 6

DIME Test ID: 2024-09-05-56-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/26/2024
Date Tested: 09/25/2024
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 - WET < 70 and DRY< 100
Test Result Compliance: does not comply
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 59 psi
Average Wet Tensile Strength 48 psi
Tensile Strength Ratio 0.81

Test 6 of 6

DIME Test ID: 2024-09-05-56-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 09/26/2024
Date Tested: 09/20/2024
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
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method no data
Test Temperature 122 F
Air Void Content for specimen A-1 no data
Air Void Content for specimen A-2 no data
Air Void Content for specimen B-1 no data
Air Void Content for specimen B-2 no data
Stripping Inflection Point (Wheel A) >20000
Stripping Inflection Point (Wheel B) >20000
Maximum impression at 5000 passes (left wheel) 1.38 mm
Maximum impression at 5000 passes (right wheel) 2.3 mm
Average impression at 5000 passes (left/right avg) 1.84 mm
Maximum impression at 10000 passes (left wheel) 1.66 mm
Maximum impression at 10000 passes (right wheel) 2.56 mm
Average impression at 10000 passes (left/right avg) 2.11 mm
Maximum impression at 15000 passes (left wheel) 1.86 mm
Maximum impression at 15000 passes (right wheel) 2.81 mm
Average impression at 15000 passes (left/right avg) 2.34 mm
Maximum impression at 20000 passes (left wheel) 2.05 mm
Maximum impression at 20000 passes (right wheel) 3.17 mm
Average impression at 20000 passes (left/right avg) 2.61 mm
Average impression at 25000 passes (left/right avg) no data