Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213337 DEA: 024F5404 EFIS: 0213000004
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-5-R15.3/R16.5
Work Description: BRIDGE REPLACEMENT - SOUTHBOUND ONLY
Location Description: SISKIYOU COUNTY NEAR WEED FROM 0.1 MILE SOUTH OF DEETZ ROAD UNDERCROSSING TO 0.6 MILE NORTH OF BLACK BUTTE OVERHEAD 02-0004L
Contractor Name: J.F. SHEA CONSTRUCTION
Contractor Address: P.O. BOX 494519, REDDING, CA 96049-4519
Resident Engineer: Jeff Steppat Structure Rep.: Andy O'Sullivan
DIME Sample ID: 2021-09-13-17
TL Number from the TL Form: 815603
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: 09/13/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/13/2021
The quantity of what the sample constitutes: PSE 1 Bag at 282 Tons
A brief description of the sample: 3/8 inch RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D78942
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA
RAP Source: Fawndale Rock and Asphalt, Redding, CA
Aggregate Size: 3/8 inch
Aggregate Source: Fawndale Rock and Asphalt, Redding, Ca
RAP Stockpile: Continuous
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2021-09-13-17-1
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: 09/16/2021
Date Tested: 09/14/2021
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:
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
|
7336.5 grams
|
Mass of oven-dry sample in air for Sample 1
|
1547.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
8276.2 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.547
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2021-09-13-17-2
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: 09/16/2021
Date Tested: 09/14/2021
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:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
no data
|
Mass of HMA Sample prior to ignition
|
no data
|
Corrected Asphalt Binder Content
|
6.33 %
|
Mass Loss
|
no data
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.00 %
|
Moisture Content
|
no data
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
no data
|
DIME Test ID: 2021-09-13-17-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/16/2021
Date Tested: 09/15/2021
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
|
99.9 %
|
Cumulative percent passing the 1/4 in. sieve
|
86.4 %
|
Cumulative percent passing the #4 sieve
|
72.6 %
|
Cumulative percent passing the #8 sieve
|
48.6 %
|
Cumulative percent passing the #16 sieve
|
34.4 %
|
Cumulative percent passing the #30 sieve
|
25.4 %
|
Cumulative percent passing the #50 sieve
|
18.9 %
|
Cumulative percent passing the #100 sieve
|
14.2 %
|
Cumulative percent passing the #200 sieve
|
11.1 %
|