Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214377 DEA: 020J2204 EFIS: 0219000073
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-299-32.0/33.0, 32.0-33.0, 32/33, 32-33, 32.0 / 33.0
Work Description: Exc & stabilize rock slide or secure large rocks
Location Description:
Contractor Name: STIMPEL-WIEBELHAUS ASSOCIATES,INC.
Contractor Address: PO BOX 492335, REDDING, CA 96049
Resident Engineer: MANDHIR GREWAL Structure Rep.: Unknown
DIME Sample ID: 2020-05-06-28
TL Number from the TL Form: 002554
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: 05/06/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/06/2020
The quantity of what the sample constitutes: Up to Five Days Paving
A brief description of the sample: 1/2-inch Type A HMA (PG 64-16) 15.0 RAP, 1.3 Lime
From where was the sample collected: Manufacturer
Laboratory sample identification: D78419
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Northstate Asphalt, Redding, CA
DIME Test ID: 2020-05-06-28-1
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: 06/26/2020
Date Tested: 05/07/2020
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?
|
Method A
|
Mass of HMA Sample prior to ignition
|
1652.8 g
|
Corrected Asphalt Binder Content
|
5.32 %
|
Mass Loss
|
no data
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.66 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
1000 F
|
DIME Test ID: 2020-05-06-28-2
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: 06/26/2020
Date Tested: 05/07/2020
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
|
7338.0 grams
|
Mass of oven-dry sample in air for Sample 1
|
1765.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
8396.0 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.495
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2020-05-06-28-4
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: 06/26/2020
Date Tested: 05/07/2020
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
|
2.361
|
Bulk Specific Gravity 2
|
2.361
|
Bulk Specific Gravity 3
|
2.362
|
Average Bulk Specific Gravity
|
2.361
|
DIME Test ID: 2020-05-06-28-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/26/2020
Date Tested: 05/08/2020
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:
Percent Air Voids
|
5.4 %
|
Percent Air Voids 2
|
5.4
|
Percent Air Voids 3
|
5.3
|
Percent Air Voids Average
|
5.4
|
DIME Test ID: 2020-05-06-28-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 06/26/2020
Date Tested: 05/13/2020
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
|
196 psi
|
Average Wet Tensile Strength
|
188 psi
|
Tensile Strength Ratio
|
0.96
|
DIME Test ID: 2020-05-06-28-7
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 06/26/2020
Date Tested: 05/09/2020
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:
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)
|
2.2 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
|