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Sample Record for 2023-08-28-59

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Project Information

Project ID: 995104 DEA: 023J7504 EFIS: 0222000080 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-139-32/38
Work Description: Grasshopper CIR
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-08-28-59
TL Number from the TL Form: 858046
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: 08/28/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/28/2023
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) with 25.0% RAP Aggregate and virgin PG 58-34 M from Albina (Klamath Falls, OR)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79336
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA)

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: JMF3513 2023 14
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2023-08-28-59-1
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: 09/26/2023
Date Tested: 09/01/2023
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=2.385
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.381
Bulk Specific Gravity 2 2.386
Bulk Specific Gravity 3 2.388
Average Bulk Specific Gravity 2.385

Test 2 of 6

DIME Test ID: 2023-08-28-59-2
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/26/2023
Date Tested: 09/18/2023
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=111psi, S2=106psi, TSR=95%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 111 psi
Average Wet Tensile Strength 106 psi
Tensile Strength Ratio 0.95

Test 3 of 6

DIME Test ID: 2023-08-28-59-3
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: 09/26/2023
Date Tested: 08/28/2023
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=2.456
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 7335.1 grams
Mass of oven-dry sample in air for Sample 1 1518.1 grams
Mass of container filled with the sample and water for Sample 1 8235.2 grams
Temperature of Water 24 °F
Specific Gravity for Sample 1 2.456
Theoretical maximum density at 25°C (77°F) 2448.9 kg/m^3

Test 4 of 6

DIME Test ID: 2023-08-28-59-5
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: 09/26/2023
Date Tested: 08/29/2023
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=6.44
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 3015.8 g
Mass of the specimen and specimen basket assembly prior to ignition 4566.9 g
Mass of HMA Sample prior to ignition 1551.1 g
Corrected Asphalt Binder Content 6.44 %
Mass Loss 111.5 g
Mass of aggregate remaining after ignition 1439.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.56 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.19 %
Test Temperature 538 C

Test 5 of 6

DIME Test ID: 2023-08-28-59-6
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 03/26/2024
Date Tested: 09/01/2023
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=2.9%; MS-2: VMA=15.2%, VFA=80.8%, DP=1.2
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.1 %
Percent Air Voids 2 2.9 %
Percent Air Voids 3 2.8 %
Percent Air Voids Average 2.9 %

Test 6 of 6

DIME Test ID: 2023-08-28-59-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 03/26/2024
Date Tested: 09/07/2023
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 360: SA=0.1g/cm²; CT 389: Nf>15000, SIP>15000
Test Result Compliance: complies
Additional Comments When Verified:
Test Temperature 122 F
Type and Amount of Anti-Stripping Additive 1.0% Lime
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 1.86 mm
Maximum impression at 5000 passes (right wheel) 1.74 mm
Average impression at 5000 passes (left/right avg) 1.8 mm
Maximum impression at 10000 passes (left wheel) 2.19 mm
Maximum impression at 10000 passes (right wheel) 2.02 mm
Average impression at 10000 passes (left/right avg) 2.11 mm
Maximum impression at 15000 passes (left wheel) 2.35 mm
Maximum impression at 15000 passes (right wheel) 2.25 mm
Average impression at 15000 passes (left/right avg) 2.3 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data