Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995538 DEA: 024H0604 EFIS: 0218000073
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU,PLU-36-
Work Description: CHESTER CAUSEWAY REHAB
Location Description: LASSEN AND PLUMAS COUNTIES FROM MELISSA AVENUE TO 0.6 MILE EAST OF RED RIVER CANAL
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: Unknown
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown
DIME Sample ID: 2025-05-29-100
TL Number from the TL Form: 897048
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: 05/29/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/29/2025
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: D79897
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction & Materials — Ward Lake Plant (Litchfield, CA)
DIME Test ID: 2025-05-29-100-1
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: 07/18/2025
Date Tested: 06/11/2025
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=5.53%
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
|
3153.7 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5208.7 g
|
|
Mass of HMA Sample prior to ignition
|
2055 g
|
|
Corrected Asphalt Binder Content
|
5.53 %
|
|
Mass Loss
|
134.5 g
|
|
Mass of aggregate remaining after ignition
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1920.5 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.87 %
|
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Moisture Content
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no data0 %
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|
Temperature Compensation Factor
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0.15 %
|
|
Test Temperature
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538 C
|
DIME Test ID: 2025-05-29-100-4
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: 07/18/2025
Date Tested: 06/05/2025
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=2.331
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.328
|
|
Bulk Specific Gravity 2
|
2.332
|
|
Bulk Specific Gravity 3
|
2.333
|
|
Average Bulk Specific Gravity
|
2.331
|
DIME Test ID: 2025-05-29-100-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/18/2025
Date Tested: 06/05/2025
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=5.4%;
MS-2:
VMA=15.1%,
VFA=64.2%,
DP=1.4
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
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5.6 %
|
|
Percent Air Voids 2
|
5.4 %
|
|
Percent Air Voids 3
|
5.4 %
|
|
Average Percent Air Voids
|
5.5 %
|
DIME Test ID: 2025-05-29-100-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/18/2025
Date Tested: 06/17/2025
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=99psi,
S2=84psi,
TSR=85%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
99 psi
|
|
Average Wet Tensile Strength
|
84 psi
|
|
Tensile Strength Ratio
|
0.85
|
DIME Test ID: 2025-05-29-100-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 07/18/2025
Date Tested: 06/11/2025
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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LMLC
|
|
Test Temperature
|
122 F
|
|
Air Void Content for specimen A-1
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no data
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Air Void Content for specimen A-2
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no data
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Air Void Content for specimen B-1
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no data
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|
Air Void Content for specimen B-2
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no data
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|
Stripping Inflection Point (Wheel A)
|
>15000
|
|
Stripping Inflection Point (Wheel B)
|
>15000
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|
Maximum impression at 5000 passes (left wheel)
|
2.64 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
2.63 mm
|
|
Average impression at 5000 passes (left/right avg)
|
2.64 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
3.24 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
3.18 mm
|
|
Average impression at 10000 passes (left/right avg)
|
3.21 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
3.63 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
3.51 mm
|
|
Average impression at 15000 passes (left/right avg)
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3.57 mm
|
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Average impression at 20000 passes (left/right avg)
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no data
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Average impression at 25000 passes (left/right avg)
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no data
|
DIME Test ID: 2025-05-29-100-8
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: 07/18/2025
Date Tested: 06/02/2025
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=2.465
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of tests
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2
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What is the unit of measurement for theoretical density?
|
SI Units
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|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
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|
Mass of container filled with water
|
7332.2 grams
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|
Mass of oven-dry sample in air for Sample 1
|
2518.2 grams
|
|
Mass of container filled with the sample and water for Sample 1
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8827.5 grams
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|
Mass of container filled with water
|
7334 grams
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|
Mass of oven-dry sample in air for Sample 2
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2568.3 grams
|
|
Mass of container filled with the sample and water for Sample 2
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8861.5 grams
|
|
Temperature of Water
|
76 °F
|
|
Specific Gravity for Sample 1
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2.462
|
|
Specific Gravity for Sample 2
|
2.468
|
|
Average Specific Gravity
|
2.465
|
|
Theoretical maximum density at 25°C (77°F)
|
2457.9 kg/m^3
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