Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213762 DEA: 032F3404 EFIS: 0300020616
QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA-49-3.1/7.5
Work Description: WIDEN SHOULDERS, ADD RETAINING WALLS, REPLACE MBGR, CURBS & ELECTRICAL
Location Description: PLACER COUNTY IN AND NEAR AUBURN FROM 0.1 MILE SOUTH OF ROUTE 49/80 SEPARATION TO 0.1 MILE NORTH OF DRY CREEK ROAD
Contractor Name: FLATIRON WEST INC
Contractor Address: 2100 GOODYEAR ROAD, BENICIA, CA 94510
Resident Engineer: Jeff Johnson Structure Rep.: Unknown
DIME Sample ID: 2020-06-05-34
TL Number from the TL Form:
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: 06/05/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/05/2020
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: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: KRC Hallwood at plant
DIME Test ID: 2020-06-05-34-1
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/24/2020
Date Tested: 06/05/2020
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:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
|
2.8 %
|
Percent Air Voids 2
|
3.0 %
|
Percent Air Voids 3
|
2.6 %
|
Percent Air Voids Average
|
2.8 %
|
DIME Test ID: 2020-06-05-34-2
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: 08/24/2020
Date Tested: 06/05/2020
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:
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity
|
2.423
|
Bulk Specific Gravity 2
|
2.419
|
Bulk Specific Gravity 3
|
2.427
|
Average Bulk Specific Gravity
|
2.423
|
DIME Test ID: 2020-06-05-34-3
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: 08/24/2020
Date Tested: 06/05/2020
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:
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
|
7346.0 grams
|
Mass of oven-dry sample in air for Sample 1
|
2135.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
8624.0 grams
|
Temperature of Water
|
76 °F
|
Specific Gravity for Sample 1
|
2.493
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2020-06-05-34-4
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: 08/24/2020
Date Tested: 06/05/2020
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:
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
|
Mass of HMA Sample prior to ignition
|
no data
|
Corrected Asphalt Binder Content
|
7.40 %
|
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: 2020-06-05-34-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/24/2020
Date Tested: 06/05/2020
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: No ratio is required per the standard specification.
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
127 psi
|
Average Wet Tensile Strength
|
102 psi
|
Tensile Strength Ratio
|
80.3
|
DIME Test ID: 2020-06-05-34-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 08/24/2020
Date Tested: 06/05/2020
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:
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)
|
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)
|
5.55 mm
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
5.51 mm
|
Stripping Inflection Point (Wheel A)
|
>25000
|
Stripping Inflection Point (Wheel B)
|
>25000
|
DIME Test ID: 2020-06-05-34-7
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: 08/24/2020
Date Tested: 06/05/2020
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:
Test Result Compliance: complies
Additional Comments When Verified:
Volume of the specimen
|
2117.830 cm^3
|
Uncorrected relative density (Gmmu50-150)
|
no data
|
Relative density (Gmm50-150)
|
2.4 %
|
Air Voids (AV50-150)
|
2.8 %
|