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Sample Record for 2026-04-29-17

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Project Information

Project ID: 1001686 DEA: 11430264 EFIS: 1118000083 COOP: NONE QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-94,188-15.2/65.3,0.0/1.9
Work Description: DRAINAGE RESTORATION, ADA CURB RAMPS & COMPLETE STREET.
Location Description: SAN DIEGO COUNTY ABOUT 6 MILES EAST OF LEMON GROVE ON ROUTE 94 FROM SWEETWATER RIVER BRIDGE TO AVENUE DE ROBLES VERDES NEAR MANZANITA AND ON ROUTE 188 FROM MEXICO BORDER NEAR TECATE TO ROUTE 94.
Contractor Name: LB Civil Construction
Contractor Address: 324 East Valley Parkway, Escondido, CA 92025
Resident Engineer: Daniel Assefa Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-04-29-17
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: 04/29/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/29/2026
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: JMFR
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta Lakeside

Material Information

HMA Type: Type A HMA
HMA Grading: 1-1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 21517070
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): 7

Test Results

Test

DIME Test ID: 2026-04-29-17-1
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: 05/11/2026
Date Tested: 05/06/2026
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 - 2.530 Gmm Tested 2.520 Gmm
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 10199 grams
Mass of oven-dry sample in air for Sample 1 4047 grams
Mass of container filled with the sample and water for Sample 1 12640.1 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.52
Theoretical maximum density at 25°C (77°F) 156.9 lb/ft^3

Test

DIME Test ID: 2026-04-29-17-2
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: 05/11/2026
Date Tested: 05/07/2026
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:
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.426
Bulk Specific Gravity 2 2.426
Bulk Specific Gravity 3 2.425
Average Bulk Specific Gravity 2.426

Test

DIME Test ID: 2026-04-29-17-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/11/2026
Date Tested: 05/07/2026
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 5.0 % +/- 5.0% Air Voids Tested an Avg of 3.7 % Air Voids
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.7 %
Percent Air Voids 2 3.7 %
Percent Air Voids 3 3.8 %
Average Percent Air Voids 3.7 %

Test

DIME Test ID: 2026-04-29-17-4
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 05/19/2026
Date Tested: 05/14/2026
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 7.40 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
Test Temperature 131 F
Air Void Content for specimen A-1 7 %
Air Void Content for specimen A-2 7.2 %
Air Void Content for specimen B-1 6.9 %
Air Void Content for specimen B-2 6.8 %
Stripping Inflection Point (Wheel A) >20000
Stripping Inflection Point (Wheel B) >20000
Maximum impression at 5000 passes (left wheel) 1.55 mm
Maximum impression at 5000 passes (right wheel) 2.21 mm
Average impression at 5000 passes (left/right avg) 1.88 mm
Maximum impression at 10000 passes (left wheel) 3.1 mm
Maximum impression at 10000 passes (right wheel) 4.39 mm
Average impression at 10000 passes (left/right avg) 3.75 mm
Maximum impression at 15000 passes (left wheel) 4.61 mm
Maximum impression at 15000 passes (right wheel) 6.63 mm
Average impression at 15000 passes (left/right avg) 5.62 mm
Maximum impression at 20000 passes (left wheel) 6.15 mm
Maximum impression at 20000 passes (right wheel) 8.64 mm
Average impression at 20000 passes (left/right avg) 7.4 mm
Average impression at 25000 passes (left/right avg) no data

Test

DIME Test ID: 2026-04-29-17-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 05/26/2026
Date Tested: 05/21/2026
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 76 psi and DRY 126 psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 126 psi
Average Wet Tensile Strength 76 psi
Tensile Strength Ratio 0.6

Test

DIME Test ID: 2026-04-29-17-6
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: 06/05/2026
Date Tested: 06/04/2026
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 Complies Target 4.25% Tested 4.72 %
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 4028 g
Mass of the specimen and specimen basket assembly prior to ignition 8081.3 g
Mass of HMA Sample prior to ignition 4053.3 g
Corrected Asphalt Binder Content 4.72 %
Mass Loss 204.4 g
Mass of aggregate remaining after ignition 3848.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.32 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test

DIME Test ID: 2026-04-29-17-8
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: 06/05/2026
Date Tested: 05/07/2026
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: Oven 3 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 4033 g
Mass of the specimen and specimen basket assembly prior to ignition 8097.4 g
Corrected Asphalt Binder Content 5.22 %
Mass of HMA Sample prior to ignition 4064.4 g
Mass Loss 225 g
Mass of aggregate remaining after ignition 3839.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.32 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C