Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214618 DEA: 033F99U4 EFIS: 0319000311
QA Service Level: 1
DIST-CO-RTE-PM: 03-SUT-99-39.2/41.4
Work Description: WIDEN RDWY, HMA, CRCP, WATER LINE, SIGNALS, & LIGHTING SYSTEM.
Location Description: SUTTER COUNTY IN AND NEAR LIVE OAK FROM 0.1 MILE SOUTH OF COLEMAN AVENUE TO NEVADA STREET (NORTH INTERSECTION)
Contractor Name: DESILVA GATES CONSTRUCTION
Contractor Address: 3855 N Freeway Blvd. , Ste 105, Sacramento, CA 95834
Resident Engineer: Dwayne Grandy Structure Rep.: Unknown
DIME Sample ID: 2020-08-10-47
TL Number from the TL Form: C 779832
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: 08/10/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/11/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4 inch RHMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF20-030B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DSG Aggregates - Marysville
DIME Test ID: 2020-08-10-47-1
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: 02/25/2021
Date Tested: 08/24/2020
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: JMF20-030B. Terrance White
Test Result Compliance: complies
Additional Comments When Verified: JMF20-030B
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
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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
|
7.20 %
|
Mass Loss
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no data
|
Correction Factor (Percent by mass of HMA Specimen)
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no data
|
Moisture Content
|
no data
|
Temperature Compensation Factor
|
no data
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Test Temperature
|
no data
|
DIME Test ID: 2020-08-10-47-2
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: 02/25/2021
Date Tested: 02/25/2021
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: JMF20-030B. Test date estimated. Report Only.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-030B
Bulk Specific Gravity
|
2.411
|
Bulk Specific Gravity 2
|
2.414
|
Bulk Specific Gravity 3
|
2.416
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Average Bulk Specific Gravity
|
2.414
|
DIME Test ID: 2020-08-10-47-3
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: 02/25/2021
Date Tested: 08/24/2020
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: JMF20-030B. Report Only.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-030B
Number of tests
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1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
|
Method Performed
|
Mechanical Agitation - Method A
|
Mass of container filled with water
|
7346.6 grams
|
Mass of oven-dry sample in air for Sample 1
|
2153.1 grams
|
Mass of container filled with the sample and water for Sample 1
|
8635.2 grams
|
Temperature of Water
|
76 °F
|
Specific Gravity for Sample 1
|
2.491
|
Theoretical maximum density at 25°C (77°F)
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no data
|
DIME Test ID: 2020-08-10-47-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 02/25/2021
Date Tested: 08/24/2020
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: JMF20-030B. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-030B
Percent Air Voids
|
3.2 %
|
Percent Air Voids 2
|
3.1
|
Percent Air Voids 3
|
3.0
|
Percent Air Voids Average
|
3.1
|
DIME Test ID: 2020-08-10-47-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 02/25/2021
Date Tested: 02/25/2021
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: JMF20-030B. Test date estimated. Treatment: WMA, Evotherm M1
Test Result Compliance: complies
Additional Comments When Verified: JMF20-030B
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
170 psi
|
Average Wet Tensile Strength
|
132 psi
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Tensile Strength Ratio
|
0.78
|
DIME Test ID: 2020-08-10-47-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 02/25/2021
Date Tested: 08/25/2020
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: JMF20-030B.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-030B
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
|
25000
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
|
25000
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
|
4.67 mm
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
4.57 mm
|
Stripping Inflection Point (Wheel A)
|
25000
|
Stripping Inflection Point (Wheel B)
|
25000
|
DIME Test ID: 2020-08-10-47-7
Test Method: AASHTO T312-14: Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor (Method of Compaction)
Verified Date: 02/25/2021
Date Tested: 08/24/2020
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: JMF20-030B. Test date estimated.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-030B
Volume of the specimen
|
1732.940 cm^3
|
Uncorrected relative density (Gmmu50-150)
|
no data
|
Relative density (Gmm50-150)
|
2.4 %
|
Air Voids (AV50-150)
|
3.1 %
|