Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995524 DEA: 021H3604 EFIS: 0216000040
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-76.8/78.0
Work Description: REPLACE BRIDGE.
Location Description: SISKIYOU COUNTY NEAR HORSE CREEK FROM 0.4 MILE WEST OF KLAMATH RIVER BRIDGE TO 2.0 MILES WEST OF KOHL CREEK
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: 45 Morrison Ave, Sacramento, CA 95838
Resident Engineer: Nicholas Riddle Structure Rep.: Mike Sears
DIME Sample ID: 2025-07-24-82
TL Number from the TL Form: 823568
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: 07/24/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/29/2025
The quantity of what the sample constitutes: Production Start Up Evaluation
A brief description of the sample: 3/4-inch HMA-A w/25% RAP PG58-34 Valero
From where was the sample collected: Manufacturer
Laboratory sample identification: D79980
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis Inc. - Northstate Asphalt (Redding CA)
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 4.7
Virgin binder PG:
Design binder PG: PG 64-28
Binder Supplier: Valero (Benicia, CA)
RAP content (%): 25
WMA Additives: No
Antistrip type: Lime
DIME Test ID: 2025-07-24-82-1
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: 08/21/2025
Date Tested: 07/30/2025
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=2.534
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
|
7331.5 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2629.5 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8923.2 grams
|
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Temperature of Water
|
77 °F
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Specific Gravity for Sample 1
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2.534
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Theoretical maximum density at 25°C (77°F)
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2526.7 kg/m^3
|
DIME Test ID: 2025-07-24-82-2
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: 08/21/2025
Date Tested: 08/06/2025
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=4.82%, TV=4.70%
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
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Celsius
|
|
Test procedure used?
|
Method A
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|
Mass of the specimen basket assembly
|
3027.3 g
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|
Mass of the specimen and specimen basket assembly prior to ignition
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5148.8 g
|
|
Mass of HMA Sample prior to ignition
|
2121.5 g
|
|
Corrected Asphalt Binder Content
|
4.82 %
|
|
Mass Loss
|
122 g
|
|
Mass of aggregate remaining after ignition
|
1999.5 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.79 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.14 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-07-24-82-3
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: 08/21/2025
Date Tested: 08/01/2025
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=2.390
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.397
|
|
Bulk Specific Gravity 2
|
2.392
|
|
Bulk Specific Gravity 3
|
2.381
|
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Average Bulk Specific Gravity
|
2.39
|
DIME Test ID: 2025-07-24-82-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/21/2025
Date Tested: 08/01/2025
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: Pa=5.7%
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Percent Air Voids
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5.4 %
|
|
Percent Air Voids 2
|
5.6 %
|
|
Percent Air Voids 3
|
6 %
|
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Average Percent Air Voids
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5.7 %
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DIME Test ID: 2025-07-24-82-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/21/2025
Date Tested: 08/20/2025
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: S1=137 psi, S2=133 psi, 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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137 psi
|
|
Average Wet Tensile Strength
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133 psi
|
|
Tensile Strength Ratio
|
0.97
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