Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213182 DEA: 030C4724 EFIS: 0314000272
QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL-16-20.5/21.3, 28.2/31.8
Work Description: ADD TURN LANES & ROUNDABOUT, ALIGN CURVE, WIDEN SHOULDER, CULVERT WORK
Location Description: YOLO COUNTY NEAR ESPARTO FROM 0.3 MILE WEST TO 0.4 MILE EAST OF COUNTY ROAD 79 AND FROM 0.1 MILE EAST OF PLAINFIELD STREET TO 0.1 MILE EAST OF COUNTY ROAD 90
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 Fourth St., Berkeley, CA 94710
Resident Engineer: Mohammad Yusufzai Structure Rep.: Unknown
DIME Sample ID: 2018-09-21-14
TL Number from the TL Form: 783660
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: 09/21/2018
Date that the sample was received by the laboratory/organization performing the testing: 09/24/2018
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: JMF Verification
From where was the sample collected: Source
Laboratory sample identification: JMF18-031
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials - Madison
DIME Test ID: 2018-09-21-14-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/03/2020
Date Tested: 10/08/2018
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:
Test Result Compliance:
Additional Comments When Verified:
|
Percent Air Voids
|
3.6 %
|
|
Percent Air Voids 2
|
3.9
|
|
Percent Air Voids 3
|
3.7
|
|
Average Percent Air Voids
|
3.7
|
DIME Test ID: 2018-09-21-14-5
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: 10/08/2018
Date Tested: 10/08/2018
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:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.335
|
|
Bulk Specific Gravity 2
|
2.327
|
|
Bulk Specific Gravity 3
|
2.333
|
|
Average Bulk Specific Gravity
|
2.332
|
DIME Test ID: 2018-09-21-14-7
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: 10/08/2018
Date Tested: 10/08/2018
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method B
|
|
Mass of the specimen basket assembly
|
no data
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
no data
|
|
Mass of HMA Sample prior to ignition
|
1678.6 g
|
|
Corrected Asphalt Binder Content
|
7.68 %
|
|
Mass Loss
|
no data
|
|
Mass of aggregate remaining after ignition
|
1535.3 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.86 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data
|
|
Test Temperature
|
538 F
|
DIME Test ID: 2018-09-21-14-8
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 10/08/2018
Date Tested: 10/08/2018
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:
Test Result Compliance: complies
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)
|
no data
|
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
|
no data
|
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
|
no data
|
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
no data
|
|
Stripping Inflection Point (Wheel A)
|
>25000
|
|
Stripping Inflection Point (Wheel B)
|
no data
|
DIME Test ID: 2018-09-21-14-9
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: 10/08/2018
Date Tested: 10/08/2018
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:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of tests
|
1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Specific Gravity for Sample 1
|
2.422
|
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
