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Sample Record for 2018-05-14-25

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

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

Material Information

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:
Test results on following page(s): 3

Test Results

Test 1 of 3

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

Test 2 of 3

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 %

Test 3 of 3

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