Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212680 DEA: 024F5504 EFIS: 0213000005
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-89-20.9 - 21.2
Work Description: BRIDGE REPLACEMENT WITH PRE-CAST I-GIRDER AND RECONSTRUCT HIGHWAY
Location Description: SISKIYOU COUNTY NEAR MCCLOUD FROM 0.2 MILE SOUTH TO 0.2 MILE NORTH OF MUD CREEK BRIDGE
Contractor Name: STEELHEAD CONSTRUCTORS, INC.
Contractor Address: PO Box 997, Palo Cedro, CA 96073
Resident Engineer: Mike Zdenek Structure Rep.: Ryan Duran
DIME Sample ID: 2018-05-14-25
TL Number from the TL Form: 853535
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: 05/14/2018
Date that the sample was received by the laboratory/organization performing the testing: 05/14/2018
The quantity of what the sample constitutes: JMF Renewal
A brief description of the sample: RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D77366B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis, Northstate Asphalt, Redding, CA
RAP Source: Norhtstate Asphalt
Aggregate Size: Combined 1/2-inch
Aggregate Source: Unknown
RAP Stockpile: Static
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2018-05-14-25-1
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: 07/10/2018
Date Tested: 05/16/2018
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: JMF 17-05-R1
approximately 5.59
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
|
no data
|
|
Corrected Asphalt Binder Content
|
6.48 %
|
|
Mass Loss
|
no data
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data
|
|
Moisture Content
|
no data
|
|
Temperature Compensation Factor
|
no data
|
|
Test Temperature
|
no data
|
DIME Test ID: 2018-05-14-25-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/10/2018
Date Tested: 05/16/2018
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: JMF 17-05-R1
Test Result Compliance:
Additional Comments When Verified:
|
Total mass of material in the sample
|
1719.5 grams
|
|
Cumulative mass retained on the 2 in. sieve
|
no data
|
|
Cumulative mass retained on the 1 1/2 in. sieve
|
no data0 grams
|
|
Cumulative mass retained on the 1 in. sieve
|
no data0 grams
|
|
Cumulative mass retained on the 3/4 in. sieve
|
no data0 grams
|
|
Cumulative mass retained on the 1/2 in. sieve
|
143 grams
|
|
Cumulative mass retained on the 3/8 in. sieve
|
278 grams
|
|
Cumulative mass retained on the 1/4 in. sieve
|
534 grams
|
|
Cumulative mass retained on the #4 sieve
|
698 grams
|
|
Cumulative mass retained on the #8 sieve
|
988.6 grams
|
|
Cumulative mass retained on the #16 sieve
|
1190.3 grams
|
|
Cumulative mass retained on the #30 sieve
|
1326.4 grams
|
|
Cumulative mass retained on the #50 sieve
|
1435.3 grams
|
|
Cumulative mass retained on the #100 sieve
|
1515.4 grams
|
|
Cumulative mass retained on the #200 sieve
|
1566.5 grams
|
|
Cumulative percent passing the 2 in. sieve
|
no data
|
|
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
|
92 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
84 %
|
|
Cumulative percent passing the 1/4 in. sieve
|
69 %
|
|
Cumulative percent passing the #4 sieve
|
59 %
|
|
Cumulative percent passing the #8 sieve
|
43 %
|
|
Cumulative percent passing the #16 sieve
|
31 %
|
|
Cumulative percent passing the #30 sieve
|
23 %
|
|
Cumulative percent passing the #50 sieve
|
17 %
|
|
Cumulative percent passing the #100 sieve
|
12 %
|
|
Cumulative percent passing the #200 sieve
|
8.9 %
|
DIME Test ID: 2018-05-14-25-3
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: 07/10/2018
Date Tested: 05/16/2018
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: JMF 17-05-R1
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
|
no data
|
|
Mass of container filled with water
|
7374 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1904 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8516 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.499
|
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
