Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000698 DEA: 024H0704 EFIS: 0218000074
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-139-0.74/11.0
Work Description: PLACE HMA (TYPE A), TRAFFIC CONTROL SYSTEM, TRAFFIC STRIPE, RDWY EXC.
Location Description: LASSEN COUNTY NEAR SUSANVILLE FROM 0.1 MILE NORTH OF CHESTNUT STREET TO 2.6 MILES SOUTH OF HORSE LAKE ROAD
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: Unknown
Resident Engineer: Daniel Gibbs Structure Rep.: Tooraj Yegan
DIME Sample ID: 2025-05-08-68
TL Number from the TL Form: 859029
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: 05/08/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/08/2025
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79867
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction & Materials — Ward Lake Plant (Litchfield, CA)
DIME Test ID: 2025-05-08-68-1
Test Method: AASHTO T329-13: Standard Method of Test for Moisture Content of Asphalt Mixtures by Oven Method (Moisture Content)
Verified Date: 05/20/2025
Date Tested: 05/09/2025
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: MC=0.00%
Test Result Compliance: complies
Additional Comments When Verified:
|
Moisture Content
|
no data0 %
|
|
Percent Change
|
no data0 %
|
DIME Test ID: 2025-05-08-68-2
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: 05/20/2025
Date Tested: 05/09/2025
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=5.69%
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
|
3036 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5133.6 g
|
|
Mass of HMA Sample prior to ignition
|
2097.6 g
|
|
Corrected Asphalt Binder Content
|
5.69 %
|
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Mass Loss
|
140.5 g
|
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Mass of aggregate remaining after ignition
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1957.1 g
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|
Correction Factor (Percent by mass of HMA Specimen)
|
0.87 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.14 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-05-08-68-3
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: 05/20/2025
Date Tested: 05/09/2025
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=2.477
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
|
7332.2 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2582 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8871.6 grams
|
|
Temperature of Water
|
76 °F
|
|
Specific Gravity for Sample 1
|
2.477
|
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Theoretical maximum density at 25°C (77°F)
|
2469.8 kg/m^3
|
DIME Test ID: 2025-05-08-68-4
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: 05/20/2025
Date Tested: 05/09/2025
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=2361
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.359
|
|
Bulk Specific Gravity 2
|
2.36
|
|
Bulk Specific Gravity 3
|
2.364
|
|
Average Bulk Specific Gravity
|
2.361
|
DIME Test ID: 2025-05-08-68-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/20/2025
Date Tested: 05/20/2025
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=4.7%;
MS-2:
VMA=14.5%,
VFA=67.8%,
DP=1.4
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
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4.8 %
|
|
Percent Air Voids 2
|
4.7 %
|
|
Percent Air Voids 3
|
4.6 %
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|
Average Percent Air Voids
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4.7 %
|
DIME Test ID: 2025-05-08-68-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 05/22/2025
Date Tested: 05/16/2025
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=131psi,
S2=108psi,
TSR=82%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
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|
Average Dry Tensile Strength
|
131 psi
|
|
Average Wet Tensile Strength
|
108 psi
|
|
Tensile Strength Ratio
|
0.82
|
DIME Test ID: 2025-05-08-68-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 05/22/2025
Date Tested: 05/14/2025
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 360:
SA=0.3g/cm²;
CT 389:
Nf>15000,
SIP>15000
Test Result Compliance: complies
Additional Comments When Verified:
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Specimen Preparation Method
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no data
|
|
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)
|
1.88 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
2.12 mm
|
|
Average impression at 5000 passes (left/right avg)
|
2 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
2.23 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
2.82 mm
|
|
Average impression at 10000 passes (left/right avg)
|
2.53 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
2.57 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
3.16 mm
|
|
Average impression at 15000 passes (left/right avg)
|
2.87 mm
|
|
Average impression at 20000 passes (left/right avg)
|
no data
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
