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: 2021-04-12-58
TL Number from the TL Form: 897284
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Reclaimed Asphalt Pavement
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: 3/8-inch RAP (Combined)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78772B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA
RAP Source: Fawndale Rock and Asphalt, Redding, CA
Aggregate Size: 3/8-inch
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2021-04-12-58-1
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: 05/21/2021
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:
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
|
1447.8 g
|
Corrected Asphalt Binder Content
|
5.70 %
|
Mass Loss
|
no data
|
Mass of aggregate remaining after ignition
|
1362.2 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.00 %
|
Moisture Content
|
0.21 %
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
1000 F
|
DIME Test ID: 2021-04-12-58-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/21/2021
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:
Additional Comments When Verified:
Is an aggregate correction factor used?
|
No
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
Cumulative percent passing the 1/2 in. sieve
|
100 %
|
Cumulative percent passing the 3/8 in. sieve
|
99.2 %
|
Cumulative percent passing the 1/4 in. sieve
|
84.1 %
|
Cumulative percent passing the #4 sieve
|
72.1 %
|
Cumulative percent passing the #8 sieve
|
50.1 %
|
Cumulative percent passing the #16 sieve
|
35.6 %
|
Cumulative percent passing the #30 sieve
|
26 %
|
Cumulative percent passing the #50 sieve
|
18.9 %
|
Cumulative percent passing the #100 sieve
|
13.8 %
|
Cumulative percent passing the #200 sieve
|
10.6 %
|
DIME Test ID: 2021-04-12-58-3
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: 05/21/2021
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:
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
|
1597.3 grams
|
Mass of container filled with the sample and water for Sample 1
|
8303.2 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.533
|
Theoretical maximum density at 25°C (77°F)
|
no data
|