Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000513 DEA: 020J8504 EFIS: 0219000168
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-89-21/R34.622
Work Description: MCCLOUD CAPM - PAVEMENT REHABILITATION
Location Description: IN SISKIYOU COUNTY AT AND NEAR MCCLOUD FROM 0.1 MILE SOUTH OF MUD CREEK BRIDGE TO ROUTE 5
Contractor Name: TULLIS, INC.
Contractor Address: Unknown
Resident Engineer: Austin Henry Structure Rep.: Unknown
DIME Sample ID: 2026-06-22-92
TL Number from the TL Form: 895737
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: 06/22/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/22/2026
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 64-16)
From where was the sample collected: Manufacturer
Laboratory sample identification: D80242
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis — Northstate Asphalt (Redding, CA)
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: JMF 2606P01
Binder content (%): 4.7
Virgin binder PG: PG 58-22
Design binder PG: PG 64-16
Binder Supplier: Albina (Klamath Falls, OR)
RAP content (%): 25
WMA Additives:
Antistrip type: Lime
DIME Test ID: 2026-06-22-92-1
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: 08/14/2026
Date Tested: 07/06/2026
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=4.81%
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
|
3159.9 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5211.4 g
|
|
Mass of HMA Sample prior to ignition
|
2051.5 g
|
|
Corrected Asphalt Binder Content
|
4.81 %
|
|
Mass Loss
|
113 g
|
|
Mass of aggregate remaining after ignition
|
1938.5 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.58 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.12 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-06-22-92-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/14/2026
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:
Test Result Compliance: complies
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)
|
no data0 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
1.6 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
1.2 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
1.8 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
1.2 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
0.8 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
0.3 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
-0.3 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
-0.4 %
|
|
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
|
91 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
70 %
|
|
Cumulative percent passing the #4 sieve
|
44 %
|
|
Cumulative percent passing the #8 sieve
|
29 %
|
|
Cumulative percent passing the #16 sieve
|
21 %
|
|
Cumulative percent passing the #30 sieve
|
15 %
|
|
Cumulative percent passing the #50 sieve
|
12 %
|
|
Cumulative percent passing the #100 sieve
|
9 %
|
|
Cumulative percent passing the #200 sieve
|
7.1 %
|
DIME Test ID: 2026-06-22-92-3
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: 08/14/2026
Date Tested: 06/23/2026
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=2.515
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of tests
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1
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|
What is the unit of measurement for theoretical density?
|
SI Units
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|
Mass Determination
|
Air
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|
Method Performed
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Mechanical Agitation - Method A
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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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2552.9 grams
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|
Mass of container filled with the sample and water for Sample 1
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8868.5 grams
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|
Temperature of Water
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77 °F
|
|
Specific Gravity for Sample 1
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2.515
|
|
Theoretical maximum density at 25°C (77°F)
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2507.7 kg/m^3
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DIME Test ID: 2026-06-22-92-4
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: 08/14/2026
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: Gmb=2.418
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.414
|
|
Bulk Specific Gravity 2
|
2.422
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|
Bulk Specific Gravity 3
|
2.418
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Average Bulk Specific Gravity
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2.418
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DIME Test ID: 2026-06-22-92-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/14/2026
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: AASHTO T 269:
Pa=3.9%;
MS-2:
VMA=12.9%,
VFA=70.2%,
DP=1.8
Test Result Compliance: does not comply
Additional Comments When Verified:
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Percent Air Voids
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4 %
|
|
Percent Air Voids 2
|
3.7 %
|
|
Percent Air Voids 3
|
3.9 %
|
|
Average Percent Air Voids
|
3.9 %
|
DIME Test ID: 2026-06-22-92-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/14/2026
Date Tested: 07/08/2026
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=145psi,
S₂=142psi,
TSR=98%.
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
145 psi
|
|
Average Wet Tensile Strength
|
142 psi
|
|
Tensile Strength Ratio
|
0.98
|
DIME Test ID: 2026-06-22-92-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 08/14/2026
Date Tested: 06/30/2026
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=0.4g/cm²;
CT 389:
Rut=0.1in.@N₁₅₀₀₀,
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
|
6.9 %
|
|
Air Void Content for specimen A-2
|
7 %
|
|
Air Void Content for specimen B-1
|
6.7 %
|
|
Air Void Content for specimen B-2
|
7.2 %
|
|
Stripping Inflection Point (Wheel A)
|
>15000
|
|
Stripping Inflection Point (Wheel B)
|
>15000
|
|
Maximum impression at 5000 passes (left wheel)
|
1.98 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
2.03 mm
|
|
Average impression at 5000 passes (left/right avg)
|
2 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
2.24 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
2.38 mm
|
|
Average impression at 10000 passes (left/right avg)
|
2.31 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
2.4 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
2.64 mm
|
|
Average impression at 15000 passes (left/right avg)
|
2.52 mm
|
|
Average impression at 20000 passes (left/right avg)
|
no data
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
