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Sample Record for 2025-09-18-59

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Project Information

Project ID: 1001113 DEA: 021K0804 EFIS: 0224000049 QA Service Level: 1
DIST-CO-RTE-PM: 02-MOD-395-0.0/5.0
Work Description: PLACE HMA OVERLAY AND REPLACE ASPHALT CONCRETE SURFACING.
Location Description: MODOC COUNTY NEAR LIKELY FROM LASSEN COUNTY LINE TO 0.8 MILE NORTH OF COUNTY ROAD 189
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: Unknown
Resident Engineer: Kyle Higgins Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-09-18-59
TL Number from the TL Form: 854560
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/18/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/18/2025
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M)
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials — Fitch Road Rock and Asphalt (Alturas, CA)

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 6.3
Virgin binder PG: PG 58-34M
Design binder PG: PG 64-28M
Binder Supplier: Albina (Klamath Falls, OR)
RAP content (%): 25
WMA Additives: No
Antistrip type: Lime
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2025-09-18-59-1
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: 10/10/2025
Date Tested: 09/23/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Gmm=2.409
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7331 grams
Mass of oven-dry sample in air for Sample 1 1657.9 grams
Mass of container filled with the sample and water for Sample 1 8300.8 grams
Temperature of Water 78 °F
Specific Gravity for Sample 1 2.409
Theoretical maximum density at 25°C (77°F) 2402 kg/m^3

Test 2 of 7

DIME Test ID: 2025-09-18-59-2
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: 10/10/2025
Date Tested: 10/01/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Pb=6.88%
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3041.2 g
Mass of the specimen and specimen basket assembly prior to ignition 4704.2 g
Mass of HMA Sample prior to ignition 1663 g
Corrected Asphalt Binder Content 6.88 %
Mass Loss 133.3 g
Mass of aggregate remaining after ignition 1529.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.96 %
Moisture Content no data0 %
Temperature Compensation Factor 0.18 %
Test Temperature 482 C

Test 3 of 7

DIME Test ID: 2025-09-18-59-3
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: 10/10/2025
Date Tested: 09/24/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Gmb=2.309
Test Result Compliance: does not comply
Additional Comments When Verified:
Bulk Specific Gravity 2.314
Bulk Specific Gravity 2 2.307
Bulk Specific Gravity 3 2.307
Average Bulk Specific Gravity 2.309

Test 4 of 7

DIME Test ID: 2025-09-18-59-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/10/2025
Date Tested: 09/24/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: AASHTO T 269: Pa=4.1%; MS-2: VMA=18.0%, VFA=76.9%, DP=1.0
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 3.9 %
Percent Air Voids 2 4.2 %
Percent Air Voids 3 4.2 %
Average Percent Air Voids 4.1 %

Test 5 of 7

DIME Test ID: 2025-09-18-59-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/10/2025
Date Tested: 10/01/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: S1=145 psi, S2=128 psi, TSR=88%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 145 psi
Average Wet Tensile Strength 128 psi
Tensile Strength Ratio 0.88

Test 6 of 7

DIME Test ID: 2025-09-18-59-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 10/10/2025
Date Tested: 09/26/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: CT 389: Nf>15000, SIP>15000; CT 360: SA=0.3g/cm²
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 7.1 %
Air Void Content for specimen B-1 6.9 %
Air Void Content for specimen B-2 7.2 %
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 1.63 mm
Maximum impression at 5000 passes (right wheel) 1.35 mm
Average impression at 5000 passes (left/right avg) 1.49 mm
Maximum impression at 10000 passes (left wheel) 1.86 mm
Maximum impression at 10000 passes (right wheel) 1.54 mm
Average impression at 10000 passes (left/right avg) 1.7 mm
Maximum impression at 15000 passes (left wheel) 2.02 mm
Maximum impression at 15000 passes (right wheel) 1.71 mm
Average impression at 15000 passes (left/right avg) 1.87 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data

Test 7 of 7

DIME Test ID: 2025-09-18-59-7
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/10/2025
Date Tested: 10/03/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
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) 1 %
Aggregate correction factor for the 3/8 in. sieve (% passing) 0.2 %
Aggregate correction factor for the #4 sieve (% passing) -1.2 %
Aggregate correction factor for the #8 sieve (% passing) -0.5 %
Aggregate correction factor for the #16 sieve (% passing) -1.1 %
Aggregate correction factor for the #30 sieve (% passing) -1.3 %
Aggregate correction factor for the #50 sieve (% passing) -1.4 %
Aggregate correction factor for the #100 sieve (% passing) -1.6 %
Aggregate correction factor for the #200 sieve (% passing) -1.4 %
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 90 %
Cumulative percent passing the #4 sieve 58 %
Cumulative percent passing the #8 sieve 37 %
Cumulative percent passing the #16 sieve 24 %
Cumulative percent passing the #30 sieve 17 %
Cumulative percent passing the #50 sieve 12 %
Cumulative percent passing the #100 sieve 8 %
Cumulative percent passing the #200 sieve 6.1 %