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Sample Record for 1900-04-25-4

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Project Information

Project ID: 213579 DEA: 051C2504 EFIS: 0512000107 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-68-1.6/L4.1
Work Description: SHOULDER WIDENING, RUMBLE STRIPS, STRIPING, AND UPGRADE GUARDRAIL.
Location Description: MONTEREY COUNTY IN AND NEAR MONTEREY AT VARIOUS LOCATIONS FROM 0.1 MILE EAST OF PIEDMONT AVENUE TO 0.1 MILE EAST OF SCENIC DRIVE OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 580 West Beach St, Watsonville, CA 95076
Resident Engineer: Bertha Roman Structure Rep.: Unknown

Sample Information

DIME Sample ID: 1900-04-25-4
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Sample Organization Contact: 8057463562
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/25/1900
Date that the sample was received by the laboratory/organization performing the testing: 04/25/2025
The quantity of what the sample constitutes: 750 tons
A brief description of the sample: PSU samples
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Daniel Gingras HMA Inc.

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 1
HMA Mix Number: 1234567890
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 8

Test Results

Test 1 of 8

DIME Test ID: 1900-04-25-4-1
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: 04/25/2025
Date Tested: 04/25/2025
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: daniel.gingras@dot.ca.gov
Organization Phone: (805) 549-3141
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 2050.1 g
Corrected Asphalt Binder Content 6.47 %
Mass Loss 150.1 g
Correction Factor (Percent by mass of HMA Specimen) 0.85 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 8

DIME Test ID: 1900-04-25-4-2
Test Method: AASHTO T329-13: Standard Method of Test for Moisture Content of Asphalt Mixtures by Oven Method (Moisture Content)
Verified Date: 04/25/2025
Date Tested: 04/25/2025
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: daniel.gingras@dot.ca.gov
Organization Phone: (805) 549-3141
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Moisture Content no data0 %
Percent Change no data0 %

Test 3 of 8

DIME Test ID: 1900-04-25-4-3
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: 04/25/2025
Date Tested: 04/25/2025
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: daniel.gingras@dot.ca.gov
Organization Phone: (805) 549-3141
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.45
Bulk Specific Gravity 2 2.455
Bulk Specific Gravity 3 2.46
Average Bulk Specific Gravity 2.455

Test 4 of 8

DIME Test ID: 1900-04-25-4-4
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: 04/25/2025
Date Tested: 04/25/2025
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: daniel.gingras@dot.ca.gov
Organization Phone: (805) 549-3141
General Comments for this Test: It should calculate lb/ft^3 for you, not let you type in a wrong value?
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 2
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Specific Gravity for Sample 1 2.7
Specific Gravity for Sample 2 2.694
Average Specific Gravity 2.697
Theoretical maximum density at 25°C (77°F) 200.1 lb/ft^3

Test 5 of 8

DIME Test ID: 1900-04-25-4-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/25/2025
Date Tested: 04/25/2025
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: daniel.gingras@dot.ca.gov
Organization Phone: (805) 549-3141
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.2 %
Percent Air Voids 2 4.1 %
Percent Air Voids 3 3.9 %
Average Percent Air Voids 4.1 %

Test 6 of 8

DIME Test ID: 1900-04-25-4-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 04/25/2025
Date Tested: 04/25/2025
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: daniel.gingras@dot.ca.gov
Organization Phone: (805) 549-3141
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 130 psi
Average Wet Tensile Strength 160 psi
Tensile Strength Ratio 81.3

Test 7 of 8

DIME Test ID: 1900-04-25-4-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 04/25/2025
Date Tested: 04/25/2025
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: daniel.gingras@dot.ca.gov
Organization Phone: (805) 549-3141
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method no data
Average impression at 5000 passes (left/right avg) 4 mm
Average impression at 10000 passes (left/right avg) 8 mm
Average impression at 15000 passes (left/right avg) 12 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data

Test 8 of 8

DIME Test ID: 1900-04-25-4-8
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 04/25/2025
Date Tested: 04/25/2025
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: daniel.gingras@dot.ca.gov
Organization Phone: (805) 549-3141
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of Cores 3
Core 1 ID 1
Dry Weight 1 2000.1 grams
Parrafin Coated Weight 1 2040.1 grams
Coated Weight in Water 1 1500.1 grams
Theoretical Maximum Density 2.7
Core 2 ID 2
Dry Weight 2 2000.1 grams
Parrafin Coated Weight 2 2040.1 grams
Coated Weight in Water 2 1500.1 grams
Core 3 ID 3
Dry Weight 3 2000.1 grams
Parrafin Coated Weight 3 2040.1 grams
Coated Weight in Water 3 1500.1 grams
Sublot Relative Compaction 94.1 %