Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214515 DEA: 024F6004 EFIS: 0213000012
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS,TRI-36,96,299-VAR
Work Description: BRIDGE DECK REPAIR, POLYESTER OVERLAY AND RAIL REPLACEMENT.
Location Description: SISKIYOU AND TRINITY COUNTIES AT VARIOUS LOCATIONS
Contractor Name: MYERS AND SONS CONSTRUCTION
Contractor Address: 4600 NORTHGATE BLVD, STE #100, SACRAMENTO, CA 95834
Resident Engineer: Sunil Repaka Structure Rep.: Robert Thompson
DIME Sample ID: 2021-02-16-37
TL Number from the TL Form: 853474
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 02/16/2021
Date that the sample was received by the laboratory/organization performing the testing: 02/16/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2-inch Type A HMA (PG 64-28 M)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78745
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer-Fraser Company, Willow Creek Plant, Willow Creek, CA
DIME Test ID: 2021-02-16-37-1
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: 04/05/2021
Date Tested: 02/17/2021
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?
|
Method A
|
Mass of the specimen basket assembly
|
no data
|
Mass of the specimen and specimen basket assembly prior to ignition
|
no data
|
Mass of HMA Sample prior to ignition
|
1566.2 g
|
Corrected Asphalt Binder Content
|
4.30 %
|
Mass Loss
|
no data
|
Mass of aggregate remaining after ignition
|
1487.0 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.57 %
|
Moisture Content
|
0.19 %
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
538 F
|
DIME Test ID: 2021-02-16-37-2
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: 04/05/2021
Date Tested: 02/17/2021
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
|
1533.4 grams
|
Mass of container filled with the sample and water for Sample 1
|
8289.7 grams
|
Temperature of Water
|
25 °F
|
Specific Gravity for Sample 1
|
2.642
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2021-02-16-37-3
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: 04/05/2021
Date Tested: 02/17/2021
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:
Volume of the specimen (Vm8)
|
2218.410 cm^3
|
Volume of the specimen (Vm85)
|
2008.226 cm^3
|
Volume of the specimen (Vm130)
|
1985.265 cm^3
|
Uncorrected relative density (Gmmu8)
|
85.3 %
|
Uncorrected relative density (Gmmu85)
|
94.2 %
|
Uncorrected relative density (Gmmu130)
|
95.3 %
|
Relative density (Gmm8)
|
87.8 %
|
Relative density (Gmm85)
|
97.0 %
|
Relative density (Gmm130)
|
98.1 %
|
Air Voids (AV8)
|
12.2 %
|
Air Voids (AV85)
|
3.0 %
|
Air Voids (AV130)
|
1.9 %
|
DIME Test ID: 2021-02-16-37-4
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: 04/05/2021
Date Tested: 02/18/2021
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
|
2.561
|
Bulk Specific Gravity 2
|
2.561
|
Bulk Specific Gravity 3
|
2.563
|
Average Bulk Specific Gravity
|
2.562
|
DIME Test ID: 2021-02-16-37-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/05/2021
Date Tested: 02/18/2021
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:
Percent Air Voids
|
3.1 %
|
Percent Air Voids 2
|
3.1
|
Percent Air Voids 3
|
3.0
|
Percent Air Voids Average
|
3.1
|
DIME Test ID: 2021-02-16-37-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 04/05/2021
Date Tested: 02/25/2021
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
|
170 psi
|
Average Wet Tensile Strength
|
148 psi
|
Tensile Strength Ratio
|
0.87
|
DIME Test ID: 2021-02-16-37-7
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 04/05/2021
Date Tested: 02/19/2021
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:
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)
|
1.9 mm
|
Stripping Inflection Point (Wheel A)
|
>25000
|
Stripping Inflection Point (Wheel B)
|
>25000
|