Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001687 DEA: 11430344 EFIS: 1118000104
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5,54,94,125-Var
Work Description: CULVERTS RESTORATION, RHMA, JPCP, ISR, BARRIER, LANDSCAPE, ELECTRICAL.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS
Contractor Name: GRIFFITH COMPANY
Contractor Address: 13520 Evening Creek Drive, Suite 400, San Diego, CA 92128
Resident Engineer: Sultan Ghazialam Structure Rep.: Unknown
DIME Sample ID: 2026-07-30-86
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: 07/30/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/31/2026
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: JMF
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: MM Lakeside
DIME Test ID: 2026-07-30-86-5
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: 08/28/2026
Date Tested: 08/20/2026
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: RAP
Complies
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
|
4052.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5706.9 g
|
|
Mass of HMA Sample prior to ignition
|
1654.6 g
|
|
Corrected Asphalt Binder Content
|
6.17 %
|
|
Mass Loss
|
102.1 g
|
|
Mass of aggregate remaining after ignition
|
1552.5 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 F
|
DIME Test ID: 2026-07-30-86-6
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: 08/28/2026
Date Tested: 08/20/2026
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: RAP
Test Result Compliance: not applicable
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3923.6 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5581.1 g
|
|
Mass of HMA Sample prior to ignition
|
1657.5 g
|
|
Corrected Asphalt Binder Content
|
7.38 %
|
|
Mass Loss
|
122.3 g
|
|
Mass of aggregate remaining after ignition
|
1535.2 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 F
|
DIME Test ID: 2026-07-30-86-7
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: 08/28/2026
Date Tested: 08/20/2026
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: RAP
Complies
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
|
4038.4 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5692.7 g
|
|
Mass of HMA Sample prior to ignition
|
1654.3 g
|
|
Corrected Asphalt Binder Content
|
5.79 %
|
|
Mass Loss
|
95.8 g
|
|
Mass of aggregate remaining after ignition
|
1558.5 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 F
|
DIME Test ID: 2026-07-30-86-1
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: 09/01/2026
Date Tested: 08/30/2026
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 2.472 Tested 2 times 1-st 2.492 and 2nd-2.476 . These 2 test comply with the spec of 0.019
Test Result Compliance: not applicable
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
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|
Mass of container filled with water
|
7475.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1542.9 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8395.4 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.476
|
|
Theoretical maximum density at 25°C (77°F)
|
154.1 lb/ft^3
|
DIME Test ID: 2026-07-30-86-9
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: 09/01/2026
Date Tested: 08/30/2026
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 Use Oven 1 , Target 5.25% , Tested 4.99% (SAVED Material for the T-30 )
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
|
4038 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5589.1 g
|
|
Mass of HMA Sample prior to ignition
|
1551.1 g
|
|
Corrected Asphalt Binder Content
|
4.99 %
|
|
Mass Loss
|
86.7 g
|
|
Mass of aggregate remaining after ignition
|
1464.4 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.6 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-07-30-86-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/01/2026
Date Tested: 08/30/2026
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 4.0% (+/- 1.5%) . Tested Avg of 5.2%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
5.1 %
|
|
Percent Air Voids 2
|
5 %
|
|
Percent Air Voids 3
|
5.5 %
|
|
Average Percent Air Voids
|
5.2 %
|
DIME Test ID: 2026-07-30-86-3
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: 09/01/2026
Date Tested: 08/30/2026
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 Low to High Gmb within 0.024 . Tested Low to High at 0.012 Gmb
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.35
|
|
Bulk Specific Gravity 2
|
2.353
|
|
Bulk Specific Gravity 3
|
2.341
|
|
Average Bulk Specific Gravity
|
2.348
|
DIME Test ID: 2026-07-30-86-10
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/01/2026
Date Tested: 08/30/2026
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 per Mix Design 35-11
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)
|
no data0 %
|
|
Aggregate correction factor for the 1 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
0.5 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
0.7 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
0.7 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
0.7 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
0.7 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
0.7 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
-0.8 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
0.2 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
0.7 %
|
|
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
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
95 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
83 %
|
|
Cumulative percent passing the #4 sieve
|
63 %
|
|
Cumulative percent passing the #8 sieve
|
52 %
|
|
Cumulative percent passing the #16 sieve
|
40 %
|
|
Cumulative percent passing the #30 sieve
|
28 %
|
|
Cumulative percent passing the #50 sieve
|
14 %
|
|
Cumulative percent passing the #100 sieve
|
8 %
|
|
Cumulative percent passing the #200 sieve
|
5.5 %
|
DIME Test ID: 2026-07-30-86-4
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 09/04/2026
Date Tested: 09/01/2026
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 Avg of 2.45 mm
Test Result Compliance: complies
Additional Comments When Verified:
|
Specimen Preparation Method
|
PMLC
|
|
Test Temperature
|
122 F
|
|
Air Void Content for specimen A-1
|
7.1 %
|
|
Air Void Content for specimen A-2
|
6.8 %
|
|
Air Void Content for specimen B-1
|
6.7 %
|
|
Air Void Content for specimen B-2
|
6.6 %
|
|
Stripping Inflection Point (Wheel A)
|
>20000
|
|
Stripping Inflection Point (Wheel B)
|
>20000
|
|
Maximum impression at 5000 passes (left wheel)
|
1.51 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
1.28 mm
|
|
Average impression at 5000 passes (left/right avg)
|
1.4 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
1.74 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
1.54 mm
|
|
Average impression at 10000 passes (left/right avg)
|
1.64 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
2.13 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
1.71 mm
|
|
Average impression at 15000 passes (left/right avg)
|
1.92 mm
|
|
Maximum impression at 20000 passes (left wheel)
|
2.76 mm
|
|
Maximum impression at 20000 passes (right wheel)
|
2.14 mm
|
|
Average impression at 20000 passes (left/right avg)
|
2.45 mm
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
DIME Test ID: 2026-07-30-86-8
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/04/2026
Date Tested: 09/03/2026
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 DRY > 70 psi and DRY > 100 psi
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
206 psi
|
|
Average Wet Tensile Strength
|
149 psi
|
|
Tensile Strength Ratio
|
0.72
|
