Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215734 DEA: 024H0104 EFIS: 0218000068
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-70-78.3/90.3
Work Description: REPLACE AC SURFACING, PLACE HMA AND THERMOPLASTIC TRAFFIC STRIPING.
Location Description: PLUMAS COUNTY NEAR PORTOLA FROM 0.4 MILE WEST OF BIG GRIZZLY CREEK BRIDGE TO 0.8 MILE WEST OF SUMMIT SCHOOL DRIVE
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: 243339 Hwy 89, N Burney, CA 96013
Resident Engineer: Mike Zdenek Structure Rep.: Unknown
DIME Sample ID: 2026-05-18-74
TL Number from the TL Form: 036629
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: 05/18/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/22/2026
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 64-16)
From where was the sample collected: Manufacturer
Laboratory sample identification: D80211
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction & Materials — Ward Lake Plant (Litchfield, CA)
HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 2307P04
Binder content (%): 6.2
Virgin binder PG: PG 58-22
Design binder PG: PG 64-16
Binder Supplier: Albina (Klamath Falls, OR)
RAP content (%): 25
WMA Additives: No
Antistrip type: Lime
DIME Test ID: 2026-05-18-74-1
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: 06/30/2026
Date Tested: 06/22/2026
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=5.71%
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
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|
Test procedure used?
|
Method A
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|
Mass of the specimen basket assembly
|
3019.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4627.2 g
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Mass of HMA Sample prior to ignition
|
1607.9 g
|
|
Corrected Asphalt Binder Content
|
5.71 %
|
|
Mass Loss
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108.8 g
|
|
Mass of aggregate remaining after ignition
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1499.1 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
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0.87 %
|
|
Moisture Content
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no data0 %
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|
Temperature Compensation Factor
|
0.19 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-05-18-74-2
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: 06/30/2026
Date Tested: 05/26/2026
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=2.466
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
|
7330.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1563.7 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8260.2 grams
|
|
Temperature of Water
|
76 °F
|
|
Specific Gravity for Sample 1
|
2.466
|
|
Theoretical maximum density at 25°C (77°F)
|
2458.8 kg/m^3
|
DIME Test ID: 2026-05-18-74-3
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: 06/30/2026
Date Tested: 05/28/2026
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=2.387
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.381
|
|
Bulk Specific Gravity 2
|
2.391
|
|
Bulk Specific Gravity 3
|
2.388
|
|
Average Bulk Specific Gravity
|
2.387
|
DIME Test ID: 2026-05-18-74-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/30/2026
Date Tested: 05/28/2026
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=3.2%;
MS-2:
VMA=12.9%,
VFA=75.6%,
DP=1.5
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Percent Air Voids
|
3.4 %
|
|
Percent Air Voids 2
|
3 %
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|
Percent Air Voids 3
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3.2 %
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Average Percent Air Voids
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3.2 %
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DIME Test ID: 2026-05-18-74-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 06/30/2026
Date Tested: 06/11/2026
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=117psi,
S₂=114psi,
TSR=97%
Test Result Compliance: complies
Additional Comments When Verified:
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Unit system used?
|
SI Units
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|
Average Dry Tensile Strength
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117 psi
|
|
Average Wet Tensile Strength
|
114 psi
|
|
Tensile Strength Ratio
|
0.97
|
DIME Test ID: 2026-05-18-74-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 06/30/2026
Date Tested: 06/04/2026
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:
Rut@N₁₅₀₀₀=0.1in.,
Nf>15000,
SIP>15000
Test Result Compliance: complies
Additional Comments When Verified:
|
Specimen Preparation Method
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PMLC
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|
Test Temperature
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122 F
|
|
Air Void Content for specimen A-1
|
7 %
|
|
Air Void Content for specimen A-2
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7.1 %
|
|
Air Void Content for specimen B-1
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7.3 %
|
|
Air Void Content for specimen B-2
|
7 %
|
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Stripping Inflection Point (Wheel A)
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>15000
|
|
Stripping Inflection Point (Wheel B)
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>15000
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Maximum impression at 5000 passes (left wheel)
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2.12 mm
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Maximum impression at 5000 passes (right wheel)
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2.76 mm
|
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Average impression at 5000 passes (left/right avg)
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2.44 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
2.62 mm
|
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Maximum impression at 10000 passes (right wheel)
|
3.2 mm
|
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Average impression at 10000 passes (left/right avg)
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2.91 mm
|
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Maximum impression at 15000 passes (left wheel)
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2.94 mm
|
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Maximum impression at 15000 passes (right wheel)
|
3.53 mm
|
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Average impression at 15000 passes (left/right avg)
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3.24 mm
|
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Average impression at 20000 passes (left/right avg)
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no data
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
