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Sample Record for 2026-08-24-39

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Project Information

Project ID: 1001686 DEA: 11430264 EFIS: 1118000083 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: 2026-08-24-39
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: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/24/2026
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: Reduced PSU
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: MM 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): 6

Test Results

Test

DIME Test ID: 2026-08-24-39-1
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: 09/09/2026
Date Tested: 09/04/2026
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: N/A
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 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 10199 grams
Mass of oven-dry sample in air for Sample 1 4021.2 grams
Mass of container filled with the sample and water for Sample 1 12635.2 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.537
Theoretical maximum density at 25°C (77°F) 2529.6 kg/m^3

Test

DIME Test ID: 2026-08-24-39-4
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: 09/09/2026
Date Tested: 09/04/2026
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: Complies
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 3922.7 g
Mass of the specimen and specimen basket assembly prior to ignition 7947.5 g
Mass of HMA Sample prior to ignition 4024.8 g
Corrected Asphalt Binder Content 4.35 %
Mass Loss 185.6 g
Mass of aggregate remaining after ignition 3839.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.26 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test

DIME Test ID: 2026-08-24-39-5
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/09/2026
Date Tested: 09/04/2026
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: Complies
Test Result Compliance: complies
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) -0.5 %
Aggregate correction factor for the 1 in. sieve (% passing) 1.2 %
Aggregate correction factor for the 3/4 in. sieve (% passing) -0.3 %
Aggregate correction factor for the 1/2 in. sieve (% passing) 0.1 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -2.6 %
Aggregate correction factor for the #4 sieve (% passing) -3 %
Aggregate correction factor for the #8 sieve (% passing) -2.4 %
Aggregate correction factor for the #16 sieve (% passing) -2 %
Aggregate correction factor for the #30 sieve (% passing) -1.5 %
Aggregate correction factor for the #50 sieve (% passing) -0.5 %
Aggregate correction factor for the #100 sieve (% passing) 0.3 %
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 87 %
Cumulative percent passing the 3/4 in. sieve 81 %
Cumulative percent passing the 1/2 in. sieve 64 %
Cumulative percent passing the 3/8 in. sieve 53 %
Cumulative percent passing the #4 sieve 35 %
Cumulative percent passing the #8 sieve 26 %
Cumulative percent passing the #16 sieve 17 %
Cumulative percent passing the #30 sieve 11 %
Cumulative percent passing the #50 sieve 7 %
Cumulative percent passing the #100 sieve 5 %
Cumulative percent passing the #200 sieve 3.5 %

Test

DIME Test ID: 2026-08-24-39-6
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: 09/14/2026
Date Tested: 09/11/2026
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: N/A
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.436
Bulk Specific Gravity 2 2.447
Bulk Specific Gravity 3 2.45
Average Bulk Specific Gravity 2.444

Test

DIME Test ID: 2026-08-24-39-7
Test Method: AASHTO T269-24E25: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/14/2026
Date Tested: 09/11/2026
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
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4 %
Percent Air Voids 2 3.5 %
Percent Air Voids 3 3.4 %
Average Percent Air Voids 3.6 %

Test

DIME Test ID: 2026-08-24-39-8
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 09/28/2026
Date Tested: 09/25/2026
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
Test Result Compliance: complies
Additional Comments When Verified:
Number of Cores 1
Core ID 1
Dry Weight 3921.1 grams
Parrafin Coated Weight 3968.9 grams
Coated Weight in Water 2282.8 grams
Theoretical Maximum Density 2.537