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Sample Record for 2022-05-22-1

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

Project Information

Project ID: 993234 DEA: 051H0004 EFIS: 0516000011 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-68-1.1/L4.3
Work Description: PLACE HMA AND MODIFY SIGNAL AND LIGHTING SYSTEMS.
Location Description: MONTEREY COUNTY IN AND NEAR PACIFIC GROVE AND MONTEREY FROM FOREST AVENUE TO ROUTE 68/1 SEPARATION
Contractor Name: Graniterock Company
Contractor Address: 350 Technology Drive, Watsonville, CA 95076
Resident Engineer: Tyler Lavering Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-05-22-1
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Sample Organization Contact: 831-818-0254
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/22/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/22/2022
The quantity of what the sample constitutes: 20 Box's HMA-A
A brief description of the sample: 3/4" HMA Type A
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Graniterock Aromas Drum Plant

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 18
HMA Mix Number:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2022-05-22-1-1
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 06/02/2022
Date Tested: 06/02/2022
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test: 10K Milestone Sample ( 8 Box's of HMA-A for CTM 389, T275 and T269 )
Test Result Compliance: complies
Additional Comments When Verified:
Test Temperature 50 F
Type and Amount of Anti-Stripping Additive WMA
Stripping Inflection Point (Wheel A) 9000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 2.09 mm
Maximum impression at 5000 passes (right wheel) 1.95 mm
Average impression at 5000 passes (left/right avg) 2.02 mm
Maximum impression at 10000 passes (left wheel) 3.44 mm
Maximum impression at 10000 passes (right wheel) 2.41 mm
Average impression at 10000 passes (left/right avg) 2.93 mm
Maximum impression at 15000 passes (left wheel) 6.43 mm
Maximum impression at 15000 passes (right wheel) 2.76 mm
Average impression at 15000 passes (left/right avg) 4.59 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data

Test 2 of 5

DIME Test ID: 2022-05-22-1-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/01/2022
Date Tested: 06/01/2022
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test: 10K Milestone Sample ( 8 Box's of HMA-A for CTM 389, T275 and T269 )
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 2.8 %
Percent Air Voids 2 3.2 %
Percent Air Voids 3 2.9 %
Percent Air Voids Average 3.0 %

Test 3 of 5

DIME Test ID: 2022-05-22-1-3
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: 06/01/2022
Date Tested: 06/01/2022
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test: 10K Milestone Sample ( 8 Box's of HMA-A for CTM 389, T275 and T269 )
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.499
Bulk Specific Gravity 2 2.488
Bulk Specific Gravity 3 2.496
Average Bulk Specific Gravity 2.494

Test 4 of 5

DIME Test ID: 2022-05-22-1-4
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: 05/23/2022
Date Tested: 05/22/2022
Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Organization Address: 1529 Salinas Highway,
Organization City: Monterey
Organization State: CA
Organization Zipcode: 93940
Organization Email: wesley.rider@dot.ca.gov
Organization Phone: (831) 818-0254
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Water
Specific Gravity for Sample 1 2.571
Theoretical maximum density at 25°C (77°F) no data

Test 5 of 5

DIME Test ID: 2022-05-22-1-5
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: 05/23/2022
Date Tested: 05/22/2022
Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Organization Address: 1529 Salinas Highway,
Organization City: Monterey
Organization State: CA
Organization Zipcode: 93940
Organization Email: wesley.rider@dot.ca.gov
Organization Phone: (831) 818-0254
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? no data
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 5.27 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 0.97 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data