Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214190 DEA: 024G41U4 EFIS: 0218000047
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS,SIS-5-Var
Work Description: REPLACE REINFORCED CONCRETE BRIDGES & CONSTRUCT RETAINING WALL.
Location Description: SHASTA AND SISKIYOU COUNTIES ABOUT 7 MILES NORTH OF POLLARD FLAT FROM 0.8 MILE SOUTH TO 0.7 MILE NORTH OF SIMS ROAD UNDERCROSSING AND FROM 0.6 MILE SOUTH OF CASTLE CRAGS DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF SOUTH DUNSMUIR UNDERCROSSING
Contractor Name: J.F. Shea Construction, Inc.
Contractor Address: 17400 Clear Creek Road, Redding, CA 96001
Resident Engineer: Nicole Mallory Structure Rep.: Adam Scardaci
DIME Sample ID: 2020-03-26-22
TL Number from the TL Form: 897555
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 03/26/2020
Date that the sample was received by the laboratory/organization performing the testing: 03/27/2020
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Combined RAP (3/8-inch Minus)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78368B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fawndale Rock and Asphalt - Redding, CA
RAP Source: Fawndale Rock and Asphalt, Redding, CA
Aggregate Size: 3/8-inch
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2020-03-26-22-1
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: 04/27/2020
Date Tested: 03/30/2020
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
|
1422.4 g
|
Corrected Asphalt Binder Content
|
6.25 %
|
Mass Loss
|
no data
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
Moisture Content
|
no data0 %
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
1000 F
|
DIME Test ID: 2020-03-26-22-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/27/2020
Date Tested: 03/31/2020
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:
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
|
98.7 %
|
Cumulative percent passing the 1/4 in. sieve
|
84.3 %
|
Cumulative percent passing the #4 sieve
|
71.7 %
|
Cumulative percent passing the #8 sieve
|
57.1 %
|
Cumulative percent passing the #16 sieve
|
35.6 %
|
Cumulative percent passing the #30 sieve
|
26.2 %
|
Cumulative percent passing the #50 sieve
|
19.4 %
|
Cumulative percent passing the #100 sieve
|
14.6 %
|
Cumulative percent passing the #200 sieve
|
11.4 %
|
DIME Test ID: 2020-03-26-22-3
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: 04/27/2020
Date Tested: 03/30/2020
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:
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 grams
|
Mass of oven-dry sample in air for Sample 1
|
1600 grams
|
Mass of container filled with the sample and water for Sample 1
|
8304 grams
|
Temperature of Water
|
76 °F
|
Specific Gravity for Sample 1
|
2.522
|
Theoretical maximum density at 25°C (77°F)
|
no data
|