Print Report | Back to Sample Detail

Sample Record for 2020-10-08-51

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

Project Information

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

Sample Information

DIME Sample ID: 2020-10-08-51
TL Number from the TL Form: 779352
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: 10/08/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/08/2020
The quantity of what the sample constitutes: JMF 18-03-R05m
A brief description of the sample: Combined RAP (3/8-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78660B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA

Material Information

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:

Test Results

Test 1 of 3

DIME Test ID: 2020-10-08-51-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 12/20/2021
Date Tested: 10/09/2020
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: Pbr ≈ 5.52%
Test Result Compliance: complies
Additional Comments When Verified:
Test procedure used? Method A
Asphalt Binder Content 6.27 %
Mass of HMA prior to ignition 1283.3 g
Mass of aggregate remaining after ignition 1202.9 g
Correction Factor (Percent by mass of HMA Specimen) 0 %
Moisture Content 0 %
Test Temperature 1000 F

Test 2 of 3

DIME Test ID: 2020-10-08-51-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 12/20/2021
Date Tested: 10/09/2020
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:
Does this test use 1/4 sieve? Yes
Total mass of material in the sample 1203.5 grams
Mass retained on the 2 in. sieve 0 grams
Cumulative mass retained on the 1 1/2 in. sieve 0 grams
Cumulative mass retained on the 1 in. sieve 0 grams
Cumulative mass retained on the 3/4 in. sieve 0 grams
Cumulative mass retained on the 1/2 in. sieve 0 grams
Cumulative mass retained on the 3/8 in. sieve 0 grams
Cumulative mass retained on the 1/4 in. sieve 123.5 grams
Cumulative mass retained on the #4 sieve 287.1 grams
Cumulative mass retained on the #8 sieve 576.3 grams
Cumulative mass retained on the #16 sieve 761.9 grams
Cumulative mass retained on the #30 sieve 883.3 grams
Cumulative mass retained on the #50 sieve 970.3 grams
Cumulative mass retained on the #100 sieve 1029.5 grams
Cumulative mass retained on the #200 sieve 1067.5 grams
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 100 %
Cumulative percent passing the 1/4 in. sieve 89.7 %
Cumulative percent passing the #4 sieve 76.1 %
Cumulative percent passing the #8 sieve 52.1 %
Cumulative percent passing the #16 sieve 36.7 %
Cumulative percent passing the #30 sieve 26.6 %
Cumulative percent passing the #50 sieve 19.4 %
Cumulative percent passing the #100 sieve 14.5 %
Cumulative percent passing the #200 sieve 11.3 %

Test 3 of 3

DIME Test ID: 2020-10-08-51-3
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: 12/20/2021
Date Tested: 10/09/2020
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
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7337.7 grams
Mass of oven-dry sample in air for Sample 1 1483.8 grams
Mass of container filled with the sample and water for Sample 1 8232.5 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.519
Theoretical maximum density at 25°C (77°F) no data