Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212914 DEA: 031E0604 EFIS: 0312000068
QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-70-15.5/16.5
Work Description: SIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055.
Location Description: NEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019.
Contractor Name: MCM Construction
Contractor Address: PO Box 620, North Highlands, Ca 95660
Resident Engineer: Manoharan Selvendran Structure Rep.: Travis Christie
DIME Sample ID: 2021-04-01-26
TL Number from the TL Form: C706328
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 04/01/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/01/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: RAP minus 1/2"
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-020A
Structure unique identifier:
Structure name: Not Applicable
The fabricator/manufacturer/facility name: Teichert-Hallwood Drum Plant
RAP Source: Teichert Hallwood, RAP Bin 1
Aggregate Size:
Aggregate Source:
RAP Stockpile: Static
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2021-04-01-26-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 05/05/2021
Date Tested: 01/13/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
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: JMF21-020A.
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
no data
|
Mass of HMA Sample prior to ignition
|
no data
|
Corrected Asphalt Binder Content
|
4.55 %
|
Mass Loss
|
no data
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data
|
Moisture Content
|
no data
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
no data
|
DIME Test ID: 2021-04-01-26-2
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: 05/05/2021
Date Tested: 04/06/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
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: JMF21-020A.
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests
|
1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
|
Method Performed
|
no data
|
Mass of container filled with water
|
7405.2 grams
|
Mass of oven-dry sample in air for Sample 1
|
1692.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
8453.4 grams
|
Temperature of Water
|
76 °F
|
Specific Gravity for Sample 1
|
2.628
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2021-04-01-26-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/05/2021
Date Tested: 04/07/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
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: JMF21-020A.
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used?
|
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
|
96 %
|
Cumulative percent passing the 3/8 in. sieve
|
85 %
|
Cumulative percent passing the #4 sieve
|
58 %
|
Cumulative percent passing the #8 sieve
|
40 %
|
Cumulative percent passing the #16 sieve
|
30 %
|
Cumulative percent passing the #30 sieve
|
23 %
|
Cumulative percent passing the #50 sieve
|
16 %
|
Cumulative percent passing the #100 sieve
|
12 %
|
Cumulative percent passing the #200 sieve
|
9.0 %
|