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Sample Record for 2020-11-19-11

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

Project Information

Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-5-9.7/24.9
Work Description:
Location Description: Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Contractor Name: NOR CAL PAVING TEICHERT/GRANITE
Contractor Address: 400 Sunrise Ave. Ste. #300, Roseville, CA 95661
Resident Engineer: Girmay Beyene Structure Rep.: Luis Guzman

Sample Information

DIME Sample ID: 2020-11-19-11
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT D03 - North Region Materials Lab
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 11/19/2020
Date that the sample was received by the laboratory/organization performing the testing: 02/08/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-006
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Company -- Bradshaw Plant

Material Information

RAP Source: Granite Construction Company Bradshaw Plant, RAP Bin 1
Aggregate Size:
Aggregate Source:
RAP Stockpile: Continuous
Stockpile Size (tons): 40,000

Test Results

Test 1 of 3

DIME Test ID: 2020-11-19-11-1
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: 04/14/2021
Date Tested: 10/22/2020
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-006.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-006. Per D-3 the Lab MREA, the D-3 Lab uses the RAP test data provide by the Contactor on the CEM 3511 form (page 2), because there is not a correction factor for the burn-off of solvents in the RAP.
Asphalt Binder Content 4.69 %
Correction Factor (Percent by mass of HMA Specimen) no data

Test 2 of 3

DIME Test ID: 2020-11-19-11-2
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: 04/14/2021
Date Tested: 03/22/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-006.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF21-006. Report only.
Number of tests 1
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7346.8 grams
Mass of oven-dry sample in air for Sample 1 1641.6 grams
Mass of container filled with the sample and water for Sample 1 8355.0 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.592

Test 3 of 3

DIME Test ID: 2020-11-19-11-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/14/2021
Date Tested: 03/22/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-006.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-006
Does this test use 1/4 sieve? No
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 #4 sieve 80 %
Cumulative percent passing the #8 sieve 56 %
Cumulative percent passing the #16 sieve 42 %
Cumulative percent passing the #30 sieve 32 %
Cumulative percent passing the #50 sieve 22 %
Cumulative percent passing the #100 sieve 13 %
Cumulative percent passing the #200 sieve 7.1 %

Tests Assigned to this Sample

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