Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215240 DEA: 021H6804 EFIS: 0216000010
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-5-39/41.9
Work Description: SB Cottonwood Scales
Location Description:
Contractor Name: McCuen Construction, Inc.
Contractor Address: 3269 Swetzer Road, Loomis, CA,95690
Resident Engineer: Edward Worden Structure Rep.: Chris Brace
DIME Sample ID: 2024-05-30-70
TL Number from the TL Form: 035797
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: 05/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/30/2024
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 RHMA-G (PG 64-16 CR)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79562
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis — Northstate Asphalt (Redding, CA)
DIME Test ID: 2024-05-30-70-1
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: 02/20/2025
Date Tested: 07/22/2024
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=8.01%
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
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|
Test procedure used?
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Method A
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|
Mass of the specimen basket assembly
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3034 g
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Mass of the specimen and specimen basket assembly prior to ignition
|
5137.2 g
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Mass of HMA Sample prior to ignition
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2103.2 g
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Corrected Asphalt Binder Content
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8.01 %
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Mass Loss
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185.8 g
|
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Mass of aggregate remaining after ignition
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1917.4 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.68 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.14 %
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Test Temperature
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538 C
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DIME Test ID: 2024-05-30-70-2
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: 02/20/2025
Date Tested: 05/31/2024
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=2.399
Test Result Compliance: not applicable
Additional Comments When Verified:
|
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
|
Mechanical Agitation - Method A
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|
Mass of container filled with water
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7333.7 grams
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Mass of oven-dry sample in air for Sample 1
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2574.5 grams
|
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Mass of container filled with the sample and water for Sample 1
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8835.1 grams
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Temperature of Water
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24 °F
|
|
Specific Gravity for Sample 1
|
2.399
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Theoretical maximum density at 25°C (77°F)
|
2392 kg/m^3
|
DIME Test ID: 2024-05-30-70-3
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: 02/20/2025
Date Tested: 06/12/2024
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=2.357
Test Result Compliance: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
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2.36
|
|
Bulk Specific Gravity 2
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2.358
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Bulk Specific Gravity 3
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2.352
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Average Bulk Specific Gravity
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2.357
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DIME Test ID: 2024-05-30-70-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 02/20/2025
Date Tested: 06/18/2024
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=103 psi, S2=101, TSR=98%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
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|
Average Dry Tensile Strength
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103 psi
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Average Wet Tensile Strength
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101 psi
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Tensile Strength Ratio
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0.98
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DIME Test ID: 2024-05-30-70-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 02/20/2025
Date Tested: 02/13/2025
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: Nf>15000,
SIP>15000
Test Result Compliance: complies
Additional Comments When Verified:
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Specimen Preparation Method
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no data
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Test Temperature
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122 F
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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)
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>15000
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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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0.71 mm
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Maximum impression at 5000 passes (right wheel)
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0.86 mm
|
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Average impression at 5000 passes (left/right avg)
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0.78 mm
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Maximum impression at 10000 passes (left wheel)
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0.83 mm
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Maximum impression at 10000 passes (right wheel)
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0.97 mm
|
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Average impression at 10000 passes (left/right avg)
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0.9 mm
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Maximum impression at 15000 passes (left wheel)
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0.93 mm
|
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Maximum impression at 15000 passes (right wheel)
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1.18 mm
|
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Average impression at 15000 passes (left/right avg)
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1.05 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
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DIME Test ID: 2024-05-30-70-7
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 02/20/2025
Date Tested: 06/04/2024
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=2.2%;
VMA=18.0%,
VFA=88.0%,
DP=0.5
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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2 %
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|
Percent Air Voids 2
|
2.1 %
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Percent Air Voids 3
|
2.4 %
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Average Percent Air Voids
|
2.2 %
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