Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215073 DEA: 034H5604 EFIS: 0318000332
QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA-65-R12.9/R13.1
Work Description: CONSTRUCT SLOPE PAVING AND PLACE EROSION CONTROL.
Location Description: PLACER COUNTY IN LINCOLN AT THE SOUTH INGRAM SLOUGH BRIDGE
Contractor Name: McCuen Construction, Inc.
Contractor Address: 3269 Swetzer Road, Loomis, CA,95690
Resident Engineer: Berhane Tesfagabar Structure Rep.: Unknown
DIME Sample ID: 2021-03-02-31
TL Number from the TL Form: c764977
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: 03/02/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/02/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4" HMA - A w/12% RAP (PG 64-16)
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-008
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials Company - Roseville
DIME Test ID: 2021-03-02-31-1
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: 04/12/2021
Date Tested: 03/24/2021
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: JMF21-008.
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
no data
|
Mass of HMA Sample prior to ignition
|
no data
|
Corrected Asphalt Binder Content
|
4.6 %
|
Mass Loss
|
no data
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data
|
Moisture Content
|
no data
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
no data
|
DIME Test ID: 2021-03-02-31-2
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: 04/12/2021
Date Tested: 03/25/2021
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: JMF21-008.
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity
|
2.421
|
Bulk Specific Gravity 2
|
2.427
|
Bulk Specific Gravity 3
|
2.424
|
Average Bulk Specific Gravity
|
2.424
|
DIME Test ID: 2021-03-02-31-3
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: 04/12/2021
Date Tested: 03/24/2021
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: JMF21-008.
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
|
Method Performed
|
Mechanical Agitation - Method A
|
Mass of container filled with water
|
7345.8 grams
|
Mass of oven-dry sample in air for Sample 1
|
2114.5 grams
|
Mass of container filled with the sample and water for Sample 1
|
8631 grams
|
Temperature of Water
|
76 °F
|
Specific Gravity for Sample 1
|
2.55
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2021-03-02-31-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/12/2021
Date Tested: 03/24/2021
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: JMF21-008.
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
|
5 %
|
Percent Air Voids 2
|
4.8
|
Percent Air Voids 3
|
4.9
|
Average Percent Air Voids
|
4.9
|
DIME Test ID: 2021-03-02-31-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 04/12/2021
Date Tested: 03/01/2021
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: JMF21-008. Jeff Herbert
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
274 psi
|
Average Wet Tensile Strength
|
240 psi
|
Tensile Strength Ratio
|
0.88
|
DIME Test ID: 2021-03-02-31-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 04/12/2021
Date Tested: 03/26/2021
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: JMF21-008.
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)
|
15000
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
|
15000
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
|
4.59 mm
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
4.4 mm
|
Stripping Inflection Point (Wheel A)
|
25000
|
Stripping Inflection Point (Wheel B)
|
25000
|