Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215424 DEA: 024G4404 EFIS: 0214000013
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3-38.0/38.6
Work Description: BRIDGE REPLACEMENT
Location Description: SISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
Contractor Name: Steelhead Constructors
Contractor Address: 2940 INNSBRUCK DRIVE, REDDING CA 96003
Resident Engineer: Nicole Mallory Structure Rep.: Andy O'Sullivan
DIME Sample ID: 2021-06-03-26
TL Number from the TL Form: 779365
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/03/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/03/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 22.0% RAP and virgin PG 58-34 M
From where was the sample collected: Manufacturer
Laboratory sample identification: D78822
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis Inc, Northstate Asphalt, Redding CA
DIME Test ID: 2021-06-03-26-1
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: 08/31/2021
Date Tested: 06/03/2021
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance:
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
|
7336.6 grams
|
Mass of oven-dry sample in air for Sample 1
|
2532.9 grams
|
Mass of container filled with the sample and water for Sample 1
|
8864.5 grams
|
Temperature of Water
|
76 °F
|
Specific Gravity for Sample 1
|
2.520
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2021-06-03-26-2
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: 08/31/2021
Date Tested: 06/04/2021
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: does not comply
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
|
5.16 %
|
Mass Loss
|
no data
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.33 %
|
Moisture Content
|
no data
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
no data
|
DIME Test ID: 2021-06-03-26-3
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: 08/31/2021
Date Tested: 06/03/2021
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity
|
2.414
|
Bulk Specific Gravity 2
|
2.422
|
Bulk Specific Gravity 3
|
2.415
|
Average Bulk Specific Gravity
|
2.417
|
DIME Test ID: 2021-06-03-26-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/31/2021
Date Tested: 06/10/2021
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
152 psi
|
Average Wet Tensile Strength
|
140 psi
|
Tensile Strength Ratio
|
0.92
|
DIME Test ID: 2021-06-03-26-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/31/2021
Date Tested: 06/07/2021
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: VMA = 14.5%,
VFA = 71.8%,
DP = 1.2
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
|
4.2 %
|
Percent Air Voids 2
|
3.9 %
|
Percent Air Voids 3
|
4.2 %
|
Percent Air Voids Average
|
4.1 %
|
DIME Test ID: 2021-06-03-26-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 08/31/2021
Date Tested: 06/08/2021
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: CT 389 was performed. Air voids in A1 (upper left SGC specimen) were 7.7%, target was 7.0 ± 0.5%.
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)
|
1.9 mm
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
1.8 mm
|
Stripping Inflection Point (Wheel A)
|
>25000
|
Stripping Inflection Point (Wheel B)
|
>25000
|