Sample Record for 2026-07-13-26
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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: 2026-07-13-26
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: 07/13/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/13/2026
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
Test
DIME Test ID: 2026-07-13-26-1
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: 07/27/2026
Date Tested: 07/22/2026
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 2.530 - Tested 2.529
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of tests
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1
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What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water
|
10199 grams
|
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Mass of oven-dry sample in air for Sample 1
|
4067.5 grams
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Mass of container filled with the sample and water for Sample 1
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12658.4 grams
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Temperature of Water
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77 °F
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|
Specific Gravity for Sample 1
|
2.529
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Theoretical maximum density at 25°C (77°F)
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157.4 lb/ft^3
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Test
DIME Test ID: 2026-07-13-26-2
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: 07/27/2026
Date Tested: 07/22/2026
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 Low to High within 0.024 Gmb
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.404
|
|
Bulk Specific Gravity 2
|
2.41
|
|
Bulk Specific Gravity 3
|
2.405
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Average Bulk Specific Gravity
|
2.406
|
Test
DIME Test ID: 2026-07-13-26-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/27/2026
Date Tested: 07/22/2026
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 5.0% (+/-) 1.5% tested an Avg of 4.8%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
4.9 %
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|
Percent Air Voids 2
|
4.7 %
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Percent Air Voids 3
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4.9 %
|
|
Average Percent Air Voids
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4.8 %
|
Test
DIME Test ID: 2026-07-13-26-4
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 07/27/2026
Date Tested: 07/23/2026
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: Complies Target <12.7 mm tested an Avg of 8.65 mm
Test Result Compliance: complies
Additional Comments When Verified:
|
Specimen Preparation Method
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PMLC
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Test Temperature
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131 F
|
|
Air Void Content for specimen A-1
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7.5 %
|
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Air Void Content for specimen A-2
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7.4 %
|
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Air Void Content for specimen B-1
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7 %
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Air Void Content for specimen B-2
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7.1 %
|
|
Stripping Inflection Point (Wheel A)
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>20000
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Stripping Inflection Point (Wheel B)
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>20000
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Maximum impression at 5000 passes (left wheel)
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2.6 mm
|
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Maximum impression at 5000 passes (right wheel)
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1.91 mm
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Average impression at 5000 passes (left/right avg)
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2.25 mm
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Maximum impression at 10000 passes (left wheel)
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5.19 mm
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Maximum impression at 10000 passes (right wheel)
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3.65 mm
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Average impression at 10000 passes (left/right avg)
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4.42 mm
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Maximum impression at 15000 passes (left wheel)
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7.85 mm
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Maximum impression at 15000 passes (right wheel)
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5.56 mm
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Average impression at 15000 passes (left/right avg)
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6.71 mm
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Maximum impression at 20000 passes (left wheel)
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10.1 mm
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Maximum impression at 20000 passes (right wheel)
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7.21 mm
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Average impression at 20000 passes (left/right avg)
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8.65 mm
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Average impression at 25000 passes (left/right avg)
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no data
|
Test
DIME Test ID: 2026-07-13-26-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/30/2026
Date Tested: 07/31/2026
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 WET Target > 70 psi and DRY Target > 100 psi / Tested WET- 90 psi and DRY - 127 psi
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
127 psi
|
|
Average Wet Tensile Strength
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90 psi
|
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Tensile Strength Ratio
|
0.71
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Test
DIME Test ID: 2026-07-13-26-6
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: 08/04/2026
Date Tested: 07/27/2026
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?
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Celsius
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
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4037.7 g
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Mass of the specimen and specimen basket assembly prior to ignition
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8101.9 g
|
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Mass of HMA Sample prior to ignition
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4064.2 g
|
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Corrected Asphalt Binder Content
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4.36 %
|
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Mass Loss
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187.9 g
|
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Mass of aggregate remaining after ignition
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3876.3 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.26 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
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no data0 %
|
|
Test Temperature
|
538 C
|
Test
DIME Test ID: 2026-07-13-26-9
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
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: D11PlantServices@dot.ca.gov
Organization Phone: (858) 518-8709
This test has been superseded on 08/04/2026.
Reason: retested
Test
DIME Test ID: 2026-07-13-26-11
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/04/2026
Date Tested: 08/04/2026
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 with target values.
Test Result Compliance: complies
Additional Comments When Verified:
|
Is an aggregate correction factor used?
|
Yes
|
|
Aggregate correction factor for the 2 in. sieve (% passing)
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no data0 %
|
|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
-0.5 %
|
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Aggregate correction factor for the 1 in. sieve (% passing)
|
1.2 %
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|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
-0.3 %
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Aggregate correction factor for the 1/2 in. sieve (% passing)
|
0.1 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
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-2.6 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
-3 %
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Aggregate correction factor for the #8 sieve (% passing)
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-2.4 %
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|
Aggregate correction factor for the #16 sieve (% passing)
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-2 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
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-1.5 %
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Aggregate correction factor for the #50 sieve (% passing)
|
-0.5 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
0.3 %
|
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Aggregate correction factor for the #200 sieve (% passing)
|
0.6 %
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Cumulative percent passing the 2 in. sieve
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100 %
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Cumulative percent passing the 1 1/2 in. sieve
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100 %
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|
Cumulative percent passing the 1 in. sieve
|
85 %
|
|
Cumulative percent passing the 3/4 in. sieve
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78 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
67 %
|
|
Cumulative percent passing the 3/8 in. sieve
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55 %
|
|
Cumulative percent passing the #4 sieve
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41 %
|
|
Cumulative percent passing the #8 sieve
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31 %
|
|
Cumulative percent passing the #16 sieve
|
20 %
|
|
Cumulative percent passing the #30 sieve
|
13 %
|
|
Cumulative percent passing the #50 sieve
|
8 %
|
|
Cumulative percent passing the #100 sieve
|
5 %
|
|
Cumulative percent passing the #200 sieve
|
3.9 %
|
