Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212777 DEA: 021H1104 EFIS: 0215000106
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-299-25.58/25.58
Work Description: BUILDING WORK.
Location Description: LASSEN COUNTY ABOUT 11 MILES EAST OF BIEBER AT THE ADIN MAINTENANCE STATION
Contractor Name: Walsh Construction Company II, LLC (Walsh)
Contractor Address: 1390 Willow Pass Road Suite 950, Concord, CA 94520
Resident Engineer: Mike Zdenek Structure Rep.: Chris Brace
DIME Sample ID: 2021-06-17-41
TL Number from the TL Form: 766442
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: 06/17/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/21/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) with 10.0% RAP and virgin PG 64-28 M binder from Albina - Klamath Falls
From where was the sample collected: Manufacturer
Laboratory sample identification: D78846
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Eagle Peak Rock and Paving, Alturas, CA
DIME Test ID: 2021-06-17-41-1
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: 01/14/2022
Date Tested: 06/21/2021
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
|
1545.2 grams
|
Mass of container filled with the sample and water for Sample 1
|
8246.8 grams
|
Temperature of Water
|
76 °F
|
Specific Gravity for Sample 1
|
2.433
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2021-06-17-41-2
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: 01/14/2022
Date Tested: 06/21/2021
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:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
no data
|
Mass of HMA Sample prior to ignition
|
no data
|
Corrected Asphalt Binder Content
|
6.61 %
|
Mass Loss
|
no data
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.90 %
|
Moisture Content
|
no data
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
no data
|
DIME Test ID: 2021-06-17-41-3
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 01/14/2022
Date Tested: 06/29/2021
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:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
193 psi
|
Average Wet Tensile Strength
|
140 psi
|
Tensile Strength Ratio
|
0.73
|
DIME Test ID: 2021-06-17-41-4
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: 01/14/2022
Date Tested: 06/21/2021
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:
Bulk Specific Gravity
|
2.266
|
Bulk Specific Gravity 2
|
2.274
|
Bulk Specific Gravity 3
|
2.261
|
Average Bulk Specific Gravity
|
2.267
|
DIME Test ID: 2021-06-17-41-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/14/2022
Date Tested: 06/22/2021
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 = 19.1%,
VFA = 64.1 %,
DP = 0.9
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids
|
6.9 %
|
Percent Air Voids 2
|
6.5 %
|
Percent Air Voids 3
|
7.1 %
|
Percent Air Voids Average
|
6.8 %
|
DIME Test ID: 2021-06-17-41-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 01/14/2022
Date Tested: 06/23/2021
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: The air voids of the four specimens ranged from 7.8 to 8.0% and had heights ranging from 60.4 to 60.8 mm after 250 gyrations.
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)
|
5.4 mm
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
9.6 mm
|
Stripping Inflection Point (Wheel A)
|
16586
|
Stripping Inflection Point (Wheel B)
|
11568
|