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Sample Record for 2021-03-08-23

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Project Information

Project ID: 214764 DEA: 032H6404 EFIS: 0317000167 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-12,160-0.4/0.9,L10.5/R0.2
Work Description: MODIFY SIGNAL AND LIGHTING SYSTEM, PLACE RHMA AND ROADWAY EXCAVATION.
Location Description: SACRAMENTO COUNTY NEAR RIO VISTA ON ROUTE 12 FROM 0.6 MILE EAST OF SACRAMENTO RIVER BRIDGE TO 5.2 MILES WEST OF MOKELUMNE RIVER BRIDGE AND ON ROUTE 160 FROM 3.6 MILES NORTH OF THREE MILE SLOUGH BRIDGE TO 2.7 MILES SOUTH OF CIRCLE DRIVE
Contractor Name: OC JONES & CO.
Contractor Address: 1520 4th Street, Berkeley, Ca 94710
Resident Engineer: Howard Giang Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-03-08-23
TL Number from the TL Form: None provided
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: 03/08/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/09/2021
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: JMF21-010
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed Inc- Clements Batch Plant

Material Information

RAP Source: George Reed Inc Clements Batch Plant, RAP Bin 1
Aggregate Size:
Aggregate Source:
RAP Stockpile: Continuous
Stockpile Size (tons): 3000

Test Results

Test 1 of 3

DIME Test ID: 2021-03-08-23-1
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: 04/22/2021
Date Tested: 03/16/2021
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: JMF21-010.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-010
Asphalt Binder Content 4.80 %
Correction Factor (Percent by mass of HMA Specimen) no data

Test 2 of 3

DIME Test ID: 2021-03-08-23-2
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: 04/22/2021
Date Tested: 03/16/2021
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: JMF21-010.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF21-010
Number of tests 1
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7346.9 grams
Mass of oven-dry sample in air for Sample 1 1729.0 grams
Mass of container filled with the sample and water for Sample 1 8402.3 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.567

Test 3 of 3

DIME Test ID: 2021-03-08-23-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/22/2021
Date Tested: 03/16/2021
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: JMF21-010.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-010
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 74 %
Cumulative percent passing the #8 sieve 50 %
Cumulative percent passing the #16 sieve 37 %
Cumulative percent passing the #30 sieve 28 %
Cumulative percent passing the #50 sieve 22 %
Cumulative percent passing the #100 sieve 16 %
Cumulative percent passing the #200 sieve 11.3 %

Tests Assigned to this Sample

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