Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215367 DEA: 021J4904 EFIS: 0220000084
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-32-14.0/20.0
Work Description: PLACE HOT MIX ASPHALT (TYPE A).
Location Description: TEHAMA COUNTY ABOUT 28 MILES EAST OF FOREST RANCH FROM 1.1 MILES EAST OF DEER CREEK BRIDGE NO. 08-0068 TO 0.4 MILE WEST OF SLATE CREEK BRIDGE NO. 08-0154
Contractor Name: DIG IT CONSTRUCTION INC
Contractor Address: Unknown
Resident Engineer: John Yolton Structure Rep.: Unknown
DIME Sample ID: 2022-09-14-77
TL Number from the TL Form: 876990
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: 09/14/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/15/2022
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 17 boxes of Lime Treated 3/8-inch Type A HMA with 25% RAP and virgin PG 58-34 M from Valero (Benicia, CA)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79159
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dig It Construction – Sierra Cascade Aggregate and Asphalt Products (Chester, CA)
DIME Test ID: 2022-09-14-77-1
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: 10/03/2022
Date Tested: 09/19/2022
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:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
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no data
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Mass of HMA Sample prior to ignition
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no data
|
Corrected Asphalt Binder Content
|
5.50 %
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Mass Loss
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no data
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Correction Factor (Percent by mass of HMA Specimen)
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0.39 %
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Moisture Content
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no data
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Temperature Compensation Factor
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no data
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Test Temperature
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no data
|
DIME Test ID: 2022-09-14-77-2
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: 10/03/2022
Date Tested: 09/16/2022
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: 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?
|
US Units
|
Mass Determination
|
Air
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Method Performed
|
Mechanical Agitation - Method A
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Mass of container filled with water
|
7335.8 grams
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Mass of oven-dry sample in air for Sample 1
|
1587.7 grams
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Mass of container filled with the sample and water for Sample 1
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8274.2 grams
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Temperature of Water
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25 °F
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Specific Gravity for Sample 1
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2.445
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Theoretical maximum density at 25°C (77°F)
|
152.2 lb/ft^3
|
DIME Test ID: 2022-09-14-77-3
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: 10/03/2022
Date Tested: 09/19/2022
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: not applicable
Additional Comments When Verified:
Bulk Specific Gravity
|
2.297
|
Bulk Specific Gravity 2
|
2.295
|
Bulk Specific Gravity 3
|
2.292
|
Average Bulk Specific Gravity
|
2.295
|
DIME Test ID: 2022-09-14-77-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/03/2022
Date Tested: 09/20/2022
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: VMA = 15.3%,
VFA = 59.6%,
DP = 1.4,
The laboratory compacted specimens had high air void contents (AASHTO T 269).
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids
|
6.1 %
|
Percent Air Voids 2
|
6.1 %
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Percent Air Voids 3
|
6.3 %
|
Percent Air Voids Average
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6.2 %
|
DIME Test ID: 2022-09-14-77-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/03/2022
Date Tested: 09/23/2022
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:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
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138 psi
|
Average Wet Tensile Strength
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115 psi
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Tensile Strength Ratio
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0.83
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DIME Test ID: 2022-09-14-77-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 10/03/2022
Date Tested: 09/21/2022
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: The surface abrasion (CT 360) has a loss of 0.2 g/cm².
Test Result Compliance: complies
Additional Comments When Verified:
Test Temperature
|
122 F
|
Type and Amount of Anti-Stripping Additive
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1.1% lime by dry weight of virgin aggregate.
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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)
|
1.1 mm
|
Maximum impression at 5000 passes (right wheel)
|
1.45 mm
|
Average impression at 5000 passes (left/right avg)
|
1.27 mm
|
Maximum impression at 10000 passes (left wheel)
|
1.29 mm
|
Maximum impression at 10000 passes (right wheel)
|
1.59 mm
|
Average impression at 10000 passes (left/right avg)
|
1.44 mm
|
Maximum impression at 15000 passes (left wheel)
|
1.47 mm
|
Maximum impression at 15000 passes (right wheel)
|
1.78 mm
|
Average impression at 15000 passes (left/right avg)
|
1.63 mm
|
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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