Sample Record for 2026-05-22-5
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001671 DEA: 11430274 EFIS: 1118000084
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-76-R17.5/52.2
Work Description: CULVERT RESTORATION, INSTALL CURB RAMPS, GUARDRAIL, & HMA-A.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM 0.2 MILE EAST OF ROUTE 15 TO 0.1 MILE WEST OF ROUTE 79
Contractor Name: INTERSTATE CIVIL CONSTRUCTION
Contractor Address: P.O. BOx. 2819, Wrightwood CA 92397
Resident Engineer: Ryan Sresovich Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2026-05-22-5
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: 05/22/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/22/2026
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: Martin Marietta Lakeside
Material Information
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 23417105T3
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: 2026-05-22-5-7
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: 06/01/2026
Date Tested: 05/28/2026
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 2.507 and Tested 2.498
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
|
7475.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2518.2 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8985.6 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.498
|
|
Theoretical maximum density at 25°C (77°F)
|
155.5 lb/ft^3
|
Test
DIME Test ID: 2026-05-22-5-3
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: 06/03/2026
Date Tested: 05/28/2026
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 Gmb within 0.024 from low to high Tested low of 2.406 Gmb and high of 2.410 Gmb
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.406
|
|
Bulk Specific Gravity 2
|
2.41
|
|
Bulk Specific Gravity 3
|
2.407
|
|
Average Bulk Specific Gravity
|
2.408
|
Test
DIME Test ID: 2026-05-22-5-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/03/2026
Date Tested: 05/28/2026
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 4.0 % +/- 1.5% Tested an Avg of 3.6 %
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
3.7 %
|
|
Percent Air Voids 2
|
3.5 %
|
|
Percent Air Voids 3
|
3.6 %
|
|
Average Percent Air Voids
|
3.6 %
|
Test
DIME Test ID: 2026-05-22-5-1
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)
Verified Date: 06/30/2026
Date Tested: 05/29/2026
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: Does not comply. Tested 5.03%, max allowed is 4.95%
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
4026.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6061 g
|
|
Mass of HMA Sample prior to ignition
|
2034.8 g
|
|
Corrected Asphalt Binder Content
|
5.03 %
|
|
Mass Loss
|
109.2 g
|
|
Mass of aggregate remaining after ignition
|
1925.6 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.34 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 F
|
Test
DIME Test ID: 2026-05-22-5-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 06/05/2026
Date Tested: 06/03/2026
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 WET > 70 psi and DRY > 100 psi Tested WET 71 psi and DRY 137 psi
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
137 psi
|
|
Average Wet Tensile Strength
|
71 psi
|
|
Tensile Strength Ratio
|
0.52
|
Test
DIME Test ID: 2026-05-22-5-5
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
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 07/02/2026.
Reason: corrected
Test
DIME Test ID: 2026-05-22-5-8
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)
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 07/17/2026.
Reason: corrected
Test
DIME Test ID: 2026-05-22-5-12
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 06/30/2026
Date Tested: 06/09/2026
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 2.75 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 %
|
|
Air Void Content for specimen A-2
|
7 %
|
|
Air Void Content for specimen B-1
|
6.9 %
|
|
Air Void Content for specimen B-2
|
6.9 %
|
|
Stripping Inflection Point (Wheel A)
|
25000
|
|
Stripping Inflection Point (Wheel B)
|
25000
|
|
Maximum impression at 5000 passes (left wheel)
|
0.61 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
0.58 mm
|
|
Average impression at 5000 passes (left/right avg)
|
0.59 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
1.18 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
1.09 mm
|
|
Average impression at 10000 passes (left/right avg)
|
1.14 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
1.79 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
1.65 mm
|
|
Average impression at 15000 passes (left/right avg)
|
1.72 mm
|
|
Maximum impression at 20000 passes (left wheel)
|
2.39 mm
|
|
Maximum impression at 20000 passes (right wheel)
|
2.31 mm
|
|
Average impression at 20000 passes (left/right avg)
|
2.35 mm
|
|
Average impression at 25000 passes (left/right avg)
|
2.75 mm
|
Test
DIME Test ID: 2026-05-22-5-9
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: 06/30/2026
Date Tested: 06/11/2026
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
RAP 1
Oven 3
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
|
4056.8 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5706.8 g
|
|
Mass of HMA Sample prior to ignition
|
1650 g
|
|
Corrected Asphalt Binder Content
|
6.09 %
|
|
Mass Loss
|
100.5 g
|
|
Mass of aggregate remaining after ignition
|
1549.5 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
Test
DIME Test ID: 2026-05-22-5-10
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: 06/30/2026
Date Tested: 06/11/2026
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
RAP 2
Oven 3
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
|
4059.6 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5714.2 g
|
|
Mass of HMA Sample prior to ignition
|
1654.6 g
|
|
Corrected Asphalt Binder Content
|
7.23 %
|
|
Mass Loss
|
119.6 g
|
|
Mass of aggregate remaining after ignition
|
1535 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
Test
DIME Test ID: 2026-05-22-5-11
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: 06/30/2026
Date Tested: 06/11/2026
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
RAP 3
Oven 3
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
|
4049.5 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5699.5 g
|
|
Mass of HMA Sample prior to ignition
|
1650 g
|
|
Corrected Asphalt Binder Content
|
6.34 %
|
|
Mass Loss
|
104.6 g
|
|
Mass of aggregate remaining after ignition
|
1545.4 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
Test
DIME Test ID: 2026-05-22-5-15
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/22/2026
Date Tested: 07/21/2026
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: RAP
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)
|
-0.5 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
-0.2 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
-0.7 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
-0.2 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
-0.5 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
-0.7 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
0.1 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
0.8 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
1.1 %
|
|
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
|
98 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
93 %
|
|
Cumulative percent passing the #4 sieve
|
75 %
|
|
Cumulative percent passing the #8 sieve
|
59 %
|
|
Cumulative percent passing the #16 sieve
|
44 %
|
|
Cumulative percent passing the #30 sieve
|
32 %
|
|
Cumulative percent passing the #50 sieve
|
23 %
|
|
Cumulative percent passing the #100 sieve
|
16 %
|
|
Cumulative percent passing the #200 sieve
|
11.2 %
|
Test
DIME Test ID: 2026-05-22-5-14
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: 07/22/2026
Date Tested: 07/21/2026
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: Retest - Use Oven #1, 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
|
4041.7 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6123.1 g
|
|
Mass of HMA Sample prior to ignition
|
2081.4 g
|
|
Corrected Asphalt Binder Content
|
4.94 %
|
|
Mass Loss
|
110 g
|
|
Mass of aggregate remaining after ignition
|
1971.4 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.34 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
Test
DIME Test ID: 2026-05-22-5-16
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: 08/14/2026
Date Tested: 08/14/2026
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: Retest, complies, tested 4.57%, target 4.45%.
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
|
4027.5 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6128.9 g
|
|
Mass of HMA Sample prior to ignition
|
2101.4 g
|
|
Corrected Asphalt Binder Content
|
4.57 %
|
|
Mass Loss
|
109.5 g
|
|
Mass of aggregate remaining after ignition
|
1991.9 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.64 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
