Print Report | Back to Sample Detail

Sample Record for 2026-03-09-3

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 993812 DEA: 11431274 EFIS: 1121000129 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-R0.3/R36.0
Work Description: CMGC Project- Restore the pavement to a state of good repair through roadway rehabilitation, pavement preservation, drainage restoration, transportation management system upgrades, and American with Disabilities Act (ADA) infrastructure improvements.
Location Description: SD County
Contractor Name: Kiewit Infrastrucure
Contractor Address: West 2200 Columbia House Boulevard, Vancouver, WA 98661
Resident Engineer: Timothy Poppe Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-03-09-3
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: 03/09/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/09/2026
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: Martin Marietta Lakeside

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 21218180AH
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: 2026-03-09-3-1
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: 03/30/2026
Date Tested: 03/11/2026
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 Target 7.50% Tested 7.76%
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 3918.5 g
Mass of the specimen and specimen basket assembly prior to ignition 5456.7 g
Mass of HMA Sample prior to ignition 1538.2 g
Corrected Asphalt Binder Content 7.67 %
Mass Loss 118.5 g
Mass of aggregate remaining after ignition 1419.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.03 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test

DIME Test ID: 2026-03-09-3-2
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: 03/30/2026
Date Tested: 03/10/2026
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 2.460 Tested 2.484
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 1567.5 grams
Mass of container filled with the sample and water for Sample 1 8412.1 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.484
Theoretical maximum density at 25°C (77°F) 154.6 lb/ft^3

Test

DIME Test ID: 2026-03-09-3-3
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 03/30/2026
Date Tested: 03/16/2026
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 4.55 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
Test Temperature 122 F
Air Void Content for specimen A-1 6.3 %
Air Void Content for specimen A-2 6.2 %
Air Void Content for specimen B-1 6.1 %
Air Void Content for specimen B-2 6.1 %
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 1.31 mm
Maximum impression at 5000 passes (right wheel) 1.78 mm
Average impression at 5000 passes (left/right avg) 1.55 mm
Maximum impression at 10000 passes (left wheel) 2.57 mm
Maximum impression at 10000 passes (right wheel) 3.58 mm
Average impression at 10000 passes (left/right avg) 3.08 mm
Maximum impression at 15000 passes (left wheel) 3.79 mm
Maximum impression at 15000 passes (right wheel) 5.31 mm
Average impression at 15000 passes (left/right avg) 4.55 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data

Test

DIME Test ID: 2026-03-09-3-4
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: 03/30/2026
Date Tested: 03/11/2026
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 Target Pucks within 0.20 of Gmb
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.401
Bulk Specific Gravity 2 2.393
Bulk Specific Gravity 3 2.394
Average Bulk Specific Gravity 2.396

Test

DIME Test ID: 2026-03-09-3-5
Test Method: AASHTO T269-24E25: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 03/30/2026
Date Tested: 03/11/2026
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 Target 4.0% Air Voids Tested an Avg of 3.5 % Air Voids
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.3 %
Percent Air Voids 2 3.7 %
Percent Air Voids 3 3.6 %
Average Percent Air Voids 3.5 %

Test

DIME Test ID: 2026-03-09-3-6
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 03/30/2026
Date Tested: 03/13/2026
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 2
Core 1 ID 2A2
Dry Weight 1 627.3 grams
Parrafin Coated Weight 1 636 grams
Coated Weight in Water 1 353 grams
Theoretical Maximum Density 2.484
Core 2 ID 2B2
Dry Weight 2 860.2 grams
Parrafin Coated Weight 2 875.2 grams
Coated Weight in Water 2 478.5 grams
Sublot Relative Compaction 91.8 %