Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000089 DEA: 024J8904 EFIS: 0223000084
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-6.0/R12.6
Work Description: RHMA (GAP GRADED) OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING.
Location Description: TEHAMA COUNTY NEAR PLATINA FROM 3.3 MILES WEST OF VESTAL ROAD TO 2.3 MILES EAST OF DRY CREEK BRIDGE
Contractor Name: BALDWIN CONTRACTING COMPANY INC. DBA KNIFE RIVER CONSTRUCTION
Contractor Address: Unknown
Resident Engineer: Shoukie Alawar Structure Rep.: Unknown
DIME Sample ID: 2024-08-19-107
TL Number from the TL Form: 895204
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: 08/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/09/2024
The quantity of what the sample constitutes: 16 boxes of 3/4" Type A HMA with RAP
A brief description of the sample: 3/4" Type A HMA w/15% RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79708
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction
DIME Test ID: 2024-08-19-107-1
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: 09/26/2024
Date Tested: 09/09/2024
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=2.543
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
|
7332.3 grams
|
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Mass of oven-dry sample in air for Sample 1
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2535.9 grams
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Mass of container filled with the sample and water for Sample 1
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8870.9 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.543
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Theoretical maximum density at 25°C (77°F)
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2535.6 kg/m^3
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DIME Test ID: 2024-08-19-107-2
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: 09/26/2024
Date Tested: 09/11/2024
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=2.458
Test Result Compliance: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
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2.45
|
|
Bulk Specific Gravity 2
|
2.461
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Bulk Specific Gravity 3
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2.462
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Average Bulk Specific Gravity
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2.458
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DIME Test ID: 2024-08-19-107-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/26/2024
Date Tested: 09/11/2024
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: Pa=3.4%
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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3.7 %
|
|
Percent Air Voids 2
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3.2 %
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|
Percent Air Voids 3
|
3.2 %
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Average Percent Air Voids
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3.4 %
|
DIME Test ID: 2024-08-19-107-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/26/2024
Date Tested: 09/26/2024
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=221 psi, S2=192 psi, TSR=87%
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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221 psi
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Average Wet Tensile Strength
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192 psi
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Tensile Strength Ratio
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0.87
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DIME Test ID: 2024-08-19-107-5
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: 09/26/2024
Date Tested: 09/16/2024
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=4.76%
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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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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3112.2 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5155.7 g
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Mass of HMA Sample prior to ignition
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2043.5 g
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Corrected Asphalt Binder Content
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4.76 %
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Mass Loss
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116.1 g
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Mass of aggregate remaining after ignition
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1927.4 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.79 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.13 %
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Test Temperature
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482 C
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