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Sample Record for 2025-07-07-84

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Project Information

Project ID: 1000540 DEA: 051Q03U4 EFIS: 0524000192 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO,KER-46-60.3/60.8,0.0/0.4
Work Description: VERTICAL CURVE AND EXTEND EXISTING TRUCK CLIMBING LANE.
Location Description: SAN LUIS OBISPO AND KERN COUNTIES NEAR CHOLAME FROM 2.0 MILES EAST OF ANTELOPE ROAD TO 0.4 MILE EAST OF THE KERN COUNTY LINE.
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Andrew Borelli Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-07-07-84
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: 07/07/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/10/2025
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: JMFV
From where was the sample collected: Supplier
Laboratory sample identification: 25-087-07-84-JMFV
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sierra Pacific - Avenal

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 39AC34GGLM SPM SJR
Binder content (%): 0.0
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier: SJR
RAP content (%): 0
WMA Additives: Yes
Antistrip type: Dry Lime
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2025-07-07-84-1
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: 09/19/2025
Date Tested: 09/18/2025
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 -7.7 / Tested 7.44%
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 4036.6 g
Mass of the specimen and specimen basket assembly prior to ignition 6081.4 g
Mass of HMA Sample prior to ignition 2044.8 g
Corrected Asphalt Binder Content 7.44 %
Mass Loss 173.4 g
Mass of aggregate remaining after ignition 1871.4 g
Correction Factor (Percent by mass of HMA Specimen) 1.04 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 482 C

Test 2 of 6

DIME Test ID: 2025-07-07-84-2
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: 09/16/2025
Date Tested: 09/15/2025
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 - 2.324 Gmb Tested 2.339 Gmb
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 no data
Mass of container filled with water 7475.6 grams
Mass of oven-dry sample in air for Sample 1 2534.9 grams
Mass of container filled with the sample and water for Sample 1 8926.7 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.339
Theoretical maximum density at 25°C (77°F) 145.6 lb/ft^3

Test 3 of 6

DIME Test ID: 2025-07-07-84-3
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: 09/16/2025
Date Tested: 09/15/2025
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 _ Target LOW and High Gmb within 0.008 Gmb . Tested LOW - 2.233 and HIGH - 2.243 Gmb
Test Result Compliance: does not comply
Additional Comments When Verified:
Bulk Specific Gravity 2.233
Bulk Specific Gravity 2 2.243
Bulk Specific Gravity 3 2.239
Average Bulk Specific Gravity 2.238

Test 4 of 6

DIME Test ID: 2025-07-07-84-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/16/2025
Date Tested: 09/15/2025
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 a Avg of 4.3%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.5 %
Percent Air Voids 2 4.1 %
Percent Air Voids 3 4.3 %
Average Percent Air Voids 4.3 %

Test 5 of 6

DIME Test ID: 2025-07-07-84-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/19/2025
Date Tested: 09/19/2025
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: Pass
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? US Units
Average Dry Tensile Strength 245 psi
Average Wet Tensile Strength 79 psi
Tensile Strength Ratio 0.32

Test 6 of 6

DIME Test ID: 2025-07-07-84-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 09/16/2025
Date Tested: 09/16/2025
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 Avg 4.83 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
Test Temperature 122 F
Air Void Content for specimen A-1 no data
Air Void Content for specimen A-2 no data
Air Void Content for specimen B-1 no data
Air Void Content for specimen B-2 no data
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 1.91 mm
Maximum impression at 5000 passes (right wheel) 1.43 mm
Average impression at 5000 passes (left/right avg) 1.67 mm
Maximum impression at 10000 passes (left wheel) 3.69 mm
Maximum impression at 10000 passes (right wheel) 2.86 mm
Average impression at 10000 passes (left/right avg) 3.28 mm
Maximum impression at 15000 passes (left wheel) 5.46 mm
Maximum impression at 15000 passes (right wheel) 4.19 mm
Average impression at 15000 passes (left/right avg) 4.83 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data