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Sample Record for 2019-04-25-16

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Project Information

Project ID: 210808 DEA: 020E0904 EFIS: 0200000016 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5-R29.3/R31.1,R45.0/R45.8
Work Description: REPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT
Location Description: IN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE.
Contractor Name: GOLDEN STATE BRIDGE, INC.
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Nathan Alexander Structure Rep.: Christopher S 'Chris' Brace

Sample Information

DIME Sample ID: 2019-04-25-16
TL Number from the TL Form: 001902
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: 04/25/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/25/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2-inch RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D77852B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Northstate Asphalt

Material Information

RAP Source: Northstate Asphalt
Aggregate Size: Combined
Aggregate Source: Unknown
RAP Stockpile: Static
Stockpile Size (tons): Unknown

Test Results

Test 1 of 3

DIME Test ID: 2019-04-25-16-1
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: 05/29/2019
Date Tested: 04/26/2019
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: complies
Additional Comments When Verified:
Asphalt Binder Content 5.95 %
Correction Factor (Percent by mass of HMA Specimen) no data

Test 2 of 3

DIME Test ID: 2019-04-25-16-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/29/2019
Date Tested: 04/29/2019
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:
Total mass of material in the sample 1534.3 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 8.9 grams
Cumulative mass retained on the 1/2 in. sieve 154.2 grams
Cumulative mass retained on the 3/8 in. sieve 334.1 grams
Mass retained on the 1/4 in. sieve 562.5 grams
Cumulative mass retained on the #4 sieve 699.8 grams
Cumulative mass retained on the #8 sieve 929.6 grams
Cumulative mass retained on the #16 sieve 1094.7 grams
Cumulative mass retained on the #30 sieve 1211.5 grams
Cumulative mass retained on the #50 sieve 1302.6 grams
Cumulative mass retained on the #100 sieve 1368.2 grams
Cumulative mass retained on the #200 sieve 1408.4 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 99.4 %
Cumulative percent passing the 1/2 in. sieve 89.9 %
Cumulative percent passing the 3/8 in. sieve 78.2 %
Cumulative percent passing the 1/4 in. sieve 63.3 %
Cumulative percent passing the #4 sieve 54.4 %
Cumulative percent passing the #8 sieve 39.4 %
Cumulative percent passing the #16 sieve 28.7 %
Cumulative percent passing the #30 sieve 21 %
Cumulative percent passing the #50 sieve 15.1 %
Cumulative percent passing the #100 sieve 10.8 %
Cumulative percent passing the #200 sieve 8.21 %

Test 3 of 3

DIME Test ID: 2019-04-25-16-3
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: 05/29/2019
Date Tested: 04/26/2019
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: complies
Additional Comments When Verified:
Number of tests 1
Mass Determination Air
Method Performed no data
Mass of container filled with water 7372.0 grams
Mass of oven-dry sample in air for Sample 1 1641.0 grams
Mass of container filled with the sample and water for Sample 1 8362.0 grams
Temperature of Water 25 °F
Specific Gravity for Sample 1 2.521

Tests Assigned to this Sample

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