Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212501 DEA: 022E4804 EFIS: 0200000586
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96,263-103.1/103.6,56.8/57.2
Work Description: BRIDGE REPLACEMENT
Location Description: SISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96
Contractor Name: Golden State Bridge
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Nicole Mallory Structure Rep.: Andy O'Sullevan
DIME Sample ID: 2021-04-12-59
TL Number from the TL Form: 897285
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: 04/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/12/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 23.6 RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D78771
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA
DIME Test ID: 2021-04-12-59-1
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: 06/07/2021
Date Tested: 04/13/2021
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
|
2034.6 g
|
Corrected Asphalt Binder Content
|
4.54 %
|
Mass Loss
|
no data
|
Mass of aggregate remaining after ignition
|
1932.2 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.34 %
|
Moisture Content
|
0.15 %
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
1000 F
|
DIME Test ID: 2021-04-12-59-2
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: 06/07/2021
Date Tested: 04/13/2021
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
|
2508.2 grams
|
Mass of container filled with the sample and water for Sample 1
|
8868.3 grams
|
Temperature of Water
|
76 °F
|
Specific Gravity for Sample 1
|
2.569
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2021-04-12-59-4
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: 06/07/2021
Date Tested: 04/13/2021
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
|
2.453
|
Bulk Specific Gravity 2
|
2.462
|
Bulk Specific Gravity 3
|
2.464
|
Average Bulk Specific Gravity
|
2.46
|
DIME Test ID: 2021-04-12-59-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/07/2021
Date Tested: 04/14/2021
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
|
4.5 %
|
Percent Air Voids 2
|
4.2
|
Percent Air Voids 3
|
4.1
|
Percent Air Voids Average
|
4.3
|
DIME Test ID: 2021-04-12-59-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 06/07/2021
Date Tested: 04/20/2021
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
|
145 psi
|
Average Wet Tensile Strength
|
122 psi
|
Tensile Strength Ratio
|
0.84
|