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Sample Record for 2019-05-23-18

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

Project Information

Project ID: 211775 DEA: 024E6504 EFIS: 0212000012 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-R52.5/88.4
Work Description: WIDEN BRIDGES,POLYESTER CONC OVERLAY,COLD PLANE AC PVMT,HMA,GUARDRAIL
Location Description: SISKIYOU COUNTY NEAR SEIAD VALLEY AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF THOMPSON CREEK BRIDGE TO 0.2 MILE EAST OF BEAVER CREEK BRIDGE
Contractor Name: J.F. Shea Construction, Inc
Contractor Address: 17400 Clearcreek Road, Redding, CA 96001
Resident Engineer: Mark Loader Structure Rep.: Robert Thompson

Sample Information

DIME Sample ID: 2019-05-23-18
TL Number from the TL Form: 001377
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 05/23/2019
Date that the sample was received by the laboratory/organization performing the testing: 05/23/2019
The quantity of what the sample constitutes: JMF Modification
A brief description of the sample: 3/8-inch Minus RAP (3/8-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D77889B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fawndale Rock and Asphalt

Material Information

RAP Source: Fawndale
Aggregate Size: Combined 3/8-inch
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown

Test Results

Test 1 of 3

DIME Test ID: 2019-05-23-18-1
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: 06/28/2019
Date Tested: 05/28/2019
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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: complies
Additional Comments When Verified:
Asphalt Binder Content 6.60 %
Correction Factor (Percent by mass of HMA Specimen) no data

Test 2 of 3

DIME Test ID: 2019-05-23-18-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/28/2019
Date Tested: 05/29/2019
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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:
Total mass of material in the sample 1233 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 18.1 grams
Mass retained on the 1/4 in. sieve 210.2 grams
Cumulative mass retained on the #4 sieve 363 grams
Cumulative mass retained on the #8 sieve 618.8 grams
Cumulative mass retained on the #16 sieve 801.3 grams
Cumulative mass retained on the #30 sieve 922.1 grams
Cumulative mass retained on the #50 sieve 1007 grams
Cumulative mass retained on the #100 sieve 1065.4 grams
Cumulative mass retained on the #200 sieve 1102.6 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 98.5 %
Cumulative percent passing the 1/4 in. sieve 83 %
Cumulative percent passing the #4 sieve 70.6 %
Cumulative percent passing the #8 sieve 49.8 %
Cumulative percent passing the #16 sieve 35 %
Cumulative percent passing the #30 sieve 25.2 %
Cumulative percent passing the #50 sieve 18.3 %
Cumulative percent passing the #100 sieve 13.6 %
Cumulative percent passing the #200 sieve 10.58 %

Test 3 of 3

DIME Test ID: 2019-05-23-18-3
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: 06/28/2019
Date Tested: 05/24/2019
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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: complies
Additional Comments When Verified:
Number of tests 1
Mass Determination Air
Method Performed no data
Mass of container filled with water 7341.0 grams
Mass of oven-dry sample in air for Sample 1 1646.0 grams
Mass of container filled with the sample and water for Sample 1 8333.0 grams
Temperature of Water 24 °F
Specific Gravity for Sample 1 2.516
Theoretical maximum density at 25°C (77°F) no data

Tests Assigned to this Sample

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