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Sample Record for 2021-07-27-25

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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: 2021-07-27-25
TL Number from the TL Form: 990949
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 07/27/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/27/2021
The quantity of what the sample constitutes: PSE at 118 Tons
A brief description of the sample: 3/8 in RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D78912
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA

Material Information

RAP Source: Fawndale Rock and Asphalt, Reddimg, CA
Aggregate Size: 3/8-inch
Aggregate Source: Fawndale Rock and Asphalt, Redding, Ca
RAP Stockpile: Continuous
Stockpile Size (tons): Unknown

Test Results

Test 1 of 3

DIME Test ID: 2021-07-27-25-1
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: 08/09/2021
Date Tested: 08/03/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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:
Number of tests 1
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7336.6 grams
Mass of oven-dry sample in air for Sample 1 1617.2 grams
Mass of container filled with the sample and water for Sample 1 8329.5 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.590

Test 2 of 3

DIME Test ID: 2021-07-27-25-2
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 08/09/2021
Date Tested: 08/03/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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:
Asphalt Binder Content 5.82 %
Correction Factor (Percent by mass of HMA Specimen) 0 %

Test 3 of 3

DIME Test ID: 2021-07-27-25-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/09/2021
Date Tested: 08/03/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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 1382.9 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 8.2 grams
Mass retained on the 1/4 in. sieve 157 grams
Cumulative mass retained on the #4 sieve 306.5 grams
Cumulative mass retained on the #8 sieve 593.3 grams
Cumulative mass retained on the #16 sieve 806.5 grams
Cumulative mass retained on the #30 sieve 950.3 grams
Cumulative mass retained on the #50 sieve 1058.3 grams
Cumulative mass retained on the #100 sieve 1145.2 grams
Cumulative mass retained on the #200 sieve 1206.5 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 99.4 %
Cumulative percent passing the 1/4 in. sieve 88.6 %
Cumulative percent passing the #4 sieve 77.8 %
Cumulative percent passing the #8 sieve 57.1 %
Cumulative percent passing the #16 sieve 41.7 %
Cumulative percent passing the #30 sieve 31.3 %
Cumulative percent passing the #50 sieve 23.5 %
Cumulative percent passing the #100 sieve 17.2 %
Cumulative percent passing the #200 sieve 12.76 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.