Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215296 DEA: 031F1504 EFIS: 0300001101
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-50-R7.7/R9.5
Work Description: PLACE HMA, RHMA, AGGREGATE BASE AND FIBER OPTIC SYSTEM.
Location Description: SACRAMENTO COUNTY IN AND NEAR RANCHO CORDOVA FROM BRADSHAW ROAD OVERCROSSING TO MATHER FIELD OVERCROSSING
Contractor Name: DeSILVA GATES CONSTRUCTION
Contractor Address: 3855 N Freeway, Ste. 100, Sacramento, CA 95834
Resident Engineer: Ephrem Teweldeburhan Structure Rep.: Unknown
DIME Sample ID: 2021-03-30-31
TL Number from the TL Form: C790491
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/30/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/30/2021
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: 3/4" HMA - A
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-019
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins Batch Plant
DIME Test ID: 2021-03-30-31-1
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: 06/17/2021
Date Tested: 05/13/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-019.
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
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Fahrenheit
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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
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Corrected Asphalt Binder Content
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4.90 %
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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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no data
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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
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DIME Test ID: 2021-03-30-31-2
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: 06/17/2021
Date Tested: 05/13/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-019.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF21-019
Number of tests
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1
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What is the unit of measurement for theoretical density?
|
US Units
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Mass Determination
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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
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7407.5 grams
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Mass of oven-dry sample in air for Sample 1
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2173.0 grams
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Mass of container filled with the sample and water for Sample 1
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8722.4 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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2.532
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Theoretical maximum density at 25°C (77°F)
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no data
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DIME Test ID: 2021-03-30-31-3
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: 06/17/2021
Date Tested: 05/17/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-019.
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity
|
2.466
|
Bulk Specific Gravity 2
|
2.463
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Bulk Specific Gravity 3
|
2.459
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Average Bulk Specific Gravity
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2.463
|
DIME Test ID: 2021-03-30-31-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/17/2021
Date Tested: 05/17/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-019.
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
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2.6 %
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Percent Air Voids 2
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2.7
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Percent Air Voids 3
|
2.9
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Percent Air Voids Average
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2.7
|
DIME Test ID: 2021-03-30-31-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 06/17/2021
Date Tested: 05/18/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-019. Jeff Herbert
Test Result Compliance: complies
Additional Comments When Verified: JMF21-019
Unit system used?
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SI Units
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Average Dry Tensile Strength
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182 psi
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Average Wet Tensile Strength
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148 psi
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Tensile Strength Ratio
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0.81
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DIME Test ID: 2021-03-30-31-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 06/17/2021
Date Tested: 05/19/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-019.
Test Result Compliance:
Additional Comments When Verified:
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
|
25000
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Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
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25000
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
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4.53 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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5.88 mm
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Stripping Inflection Point (Wheel A)
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25000
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Stripping Inflection Point (Wheel B)
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25000
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