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: 2026-06-18-92
TL Number from the TL Form: 036640
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/18/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/23/2026
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 12 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28)
From where was the sample collected: Manufacturer
Laboratory sample identification: D80243
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials – Ward Lake Plant (Litchfield, CA)
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: JMF2614003
Binder content (%): 5.7
Virgin binder PG:
Design binder PG: PG 64-28
Binder Supplier: Western Emulsions (White City, OR)
RAP content (%): 22
WMA Additives: No
Antistrip type: 1.0% Lime
DIME Test ID: 2026-06-18-92-1
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: 08/20/2026
Date Tested: 07/13/2026
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=5.51%
Test Result Compliance: complies
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
|
3020.1 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5112.8 g
|
|
Mass of HMA Sample prior to ignition
|
2092.7 g
|
|
Corrected Asphalt Binder Content
|
5.51 %
|
|
Mass Loss
|
134.2 g
|
|
Mass of aggregate remaining after ignition
|
1958.5 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.76 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.14 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-06-18-92-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/20/2026
Date Tested: 07/14/2026
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: For information only—This is not a post-production gradation project.
Test Result Compliance: not applicable
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)
|
0.5 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
-1.6 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
-0.8 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
-0.4 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
-0.1 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
0.4 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
0.3 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
0.2 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
-0.1 %
|
|
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
|
82 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
72 %
|
|
Cumulative percent passing the #4 sieve
|
47 %
|
|
Cumulative percent passing the #8 sieve
|
31 %
|
|
Cumulative percent passing the #16 sieve
|
23 %
|
|
Cumulative percent passing the #30 sieve
|
17 %
|
|
Cumulative percent passing the #50 sieve
|
13 %
|
|
Cumulative percent passing the #100 sieve
|
10 %
|
|
Cumulative percent passing the #200 sieve
|
7.7 %
|
DIME Test ID: 2026-06-18-92-3
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: 08/20/2026
Date Tested: 06/24/2026
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=2.451
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of tests
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1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
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|
Mass Determination
|
Air
|
|
Method Performed
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no data
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Mass of container filled with water
|
7330.6 grams
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Mass of oven-dry sample in air for Sample 1
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2556.1 grams
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|
Mass of container filled with the sample and water for Sample 1
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8844 grams
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|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.451
|
|
Theoretical maximum density at 25°C (77°F)
|
2443.9 kg/m^3
|
DIME Test ID: 2026-06-18-92-4
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: 08/20/2026
Date Tested: 06/26/2026
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: Gmb=2370
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.375
|
|
Bulk Specific Gravity 2
|
2.367
|
|
Bulk Specific Gravity 3
|
2.369
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Average Bulk Specific Gravity
|
2.37
|
DIME Test ID: 2026-06-18-92-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/20/2026
Date Tested: 06/26/2026
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: Pa=3.3%
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
|
3.1 %
|
|
Percent Air Voids 2
|
3.4 %
|
|
Percent Air Voids 3
|
3.3 %
|
|
Average Percent Air Voids
|
3.3 %
|
DIME Test ID: 2026-06-18-92-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/20/2026
Date Tested: 07/10/2026
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=113psi,
S₂=103psi,
TSR=91%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
113 psi
|
|
Average Wet Tensile Strength
|
103 psi
|
|
Tensile Strength Ratio
|
0.91
|
DIME Test ID: 2026-06-18-92-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 08/20/2026
Date Tested: 07/07/2026
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: Rut@N₁₅₀₀₀=0.1in.,
Nf>15000,
SIP>15000
Test Result Compliance: complies
Additional Comments When Verified:
|
Specimen Preparation Method
|
PMLC
|
|
Test Temperature
|
122 F
|
|
Air Void Content for specimen A-1
|
6.5 %
|
|
Air Void Content for specimen A-2
|
7.1 %
|
|
Air Void Content for specimen B-1
|
6.6 %
|
|
Air Void Content for specimen B-2
|
6.9 %
|
|
Stripping Inflection Point (Wheel A)
|
>15000
|
|
Stripping Inflection Point (Wheel B)
|
>15000
|
|
Maximum impression at 5000 passes (left wheel)
|
2.02 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
2.21 mm
|
|
Average impression at 5000 passes (left/right avg)
|
2.12 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
2.5 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
2.58 mm
|
|
Average impression at 10000 passes (left/right avg)
|
2.54 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
2.79 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
2.75 mm
|
|
Average impression at 15000 passes (left/right avg)
|
2.77 mm
|
|
Average impression at 20000 passes (left/right avg)
|
no data
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
