Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001651 DEA: 11431004 EFIS: 1119000214
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-R49.3/R53.2
Work Description: ADA CURB RAMPS AND REALIGNMENT OF MISSION AVE SB ON RAMP/NB OFF RAMP.
Location Description: SAN DIEGO COUNTY IN CARLSBAD AND OCEANSIDE FROM TAMARACK AVENUE OVERCROSSING TO MISSION AVENUE OVERCROSSING
Contractor Name: Montano Pipeline
Contractor Address: 231 Fourth Ave, Chula Vista, CA 91910
Resident Engineer: Ramesh Narahari Structure Rep.: Unknown
DIME Sample ID: 2026-08-20-74
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: 08/20/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/19/2026
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: PSU
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Escondido
DIME Test ID: 2026-08-20-74-6
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: 09/25/2026
Date Tested: 09/21/2026
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 2.532 Gmm Tested 2.517 Gmm . Test is within the 0.019 spec
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
|
|
Mass of container filled with water
|
7475.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2564.6 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
9021.3 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.517
|
|
Theoretical maximum density at 25°C (77°F)
|
156.7 lb/ft^3
|
DIME Test ID: 2026-08-20-74-1
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)
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
Data has not been verified.
DIME Test ID: 2026-08-20-74-3
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: 09/25/2026
Date Tested: 09/21/2026
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 Gmb from low to high within 0.024 Gmb
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.424
|
|
Bulk Specific Gravity 2
|
2.422
|
|
Bulk Specific Gravity 3
|
2.424
|
|
Average Bulk Specific Gravity
|
2.423
|
DIME Test ID: 2026-08-20-74-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/25/2026
Date Tested: 09/24/2026
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 an Avg of 3.7%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
3.7 %
|
|
Percent Air Voids 2
|
3.8 %
|
|
Percent Air Voids 3
|
3.7 %
|
|
Average Percent Air Voids
|
3.7 %
|
DIME Test ID: 2026-08-20-74-7
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/01/2026
Date Tested: 09/24/2026
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
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
189 psi
|
|
Average Wet Tensile Strength
|
126 psi
|
|
Tensile Strength Ratio
|
0.67
|
DIME Test ID: 2026-08-20-74-9
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 09/25/2026
Date Tested: 09/24/2026
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:
|
Number of Samples
|
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 1
|
7475.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1561.4 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8410.4 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.492
|
|
Theoretical maximum density at 25°C (77°F)
|
155.1 lb/ft^3
|
DIME Test ID: 2026-08-20-74-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/25/2026
Date Tested: 09/24/2026
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:
|
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)
|
no data0 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
-0.5 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
-3.5 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
-6.9 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
-8.4 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
-7.1 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
-3.7 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
-2.3 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
0.2 %
|
|
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
|
100 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
98 %
|
|
Cumulative percent passing the #4 sieve
|
77 %
|
|
Cumulative percent passing the #8 sieve
|
53 %
|
|
Cumulative percent passing the #16 sieve
|
36 %
|
|
Cumulative percent passing the #30 sieve
|
26 %
|
|
Cumulative percent passing the #50 sieve
|
20 %
|
|
Cumulative percent passing the #100 sieve
|
14 %
|
|
Cumulative percent passing the #200 sieve
|
12 %
|
DIME Test ID: 2026-08-20-74-8
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: 09/25/2026
Date Tested: 09/24/2026
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
|
4058.5 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5718 g
|
|
Mass of HMA Sample prior to ignition
|
1659.5 g
|
|
Corrected Asphalt Binder Content
|
6.32 %
|
|
Mass Loss
|
104.8 g
|
|
Mass of aggregate remaining after ignition
|
1554.7 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: 2026-08-20-74-10
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: 09/25/2026
Date Tested: 09/24/2026
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
|
4037.8 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5697.9 g
|
|
Mass of HMA Sample prior to ignition
|
1660.1 g
|
|
Corrected Asphalt Binder Content
|
6.47 %
|
|
Mass Loss
|
107.4 g
|
|
Mass of aggregate remaining after ignition
|
1552.7 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: 2026-08-20-74-11
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: 09/25/2026
Date Tested: 09/24/2026
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
|
3928.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5590.5 g
|
|
Mass of HMA Sample prior to ignition
|
1662.2 g
|
|
Corrected Asphalt Binder Content
|
6.08 %
|
|
Mass Loss
|
101 g
|
|
Mass of aggregate remaining after ignition
|
1561.2 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: 2026-08-20-74-5
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 09/29/2026
Date Tested: 09/28/2026
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 3.62 mm
Test Result Compliance: complies
Additional Comments When Verified:
|
Specimen Preparation Method
|
PMLC
|
|
Test Temperature
|
122 F
|
|
Air Void Content for specimen A-1
|
6.9 %
|
|
Air Void Content for specimen A-2
|
6.7 %
|
|
Air Void Content for specimen B-1
|
7.1 %
|
|
Air Void Content for specimen B-2
|
7 %
|
|
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)
|
1.04 mm
|
|
Average impression at 5000 passes (left/right avg)
|
1.3 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
2.36 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
1.45 mm
|
|
Average impression at 10000 passes (left/right avg)
|
1.9 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
3.15 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
1.9 mm
|
|
Average impression at 15000 passes (left/right avg)
|
2.53 mm
|
|
Maximum impression at 20000 passes (left wheel)
|
4 mm
|
|
Maximum impression at 20000 passes (right wheel)
|
3.24 mm
|
|
Average impression at 20000 passes (left/right avg)
|
3.62 mm
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
DIME Test ID: 2026-08-20-74-12
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)
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
Data has not been verified.
