Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214618 DEA: 033F99U4 EFIS: 0319000311
QA Service Level: 1
DIST-CO-RTE-PM: 03-SUT-99-39.2/41.4
Work Description: WIDEN RDWY, HMA, CRCP, WATER LINE, SIGNALS, & LIGHTING SYSTEM.
Location Description: SUTTER COUNTY IN AND NEAR LIVE OAK FROM 0.1 MILE SOUTH OF COLEMAN AVENUE TO NEVADA STREET (NORTH INTERSECTION)
Contractor Name: DESILVA GATES CONSTRUCTION
Contractor Address: 3855 N Freeway Blvd. , Ste 105, Sacramento, CA 95834
Resident Engineer: Dwayne Grandy Structure Rep.: Unknown
DIME Sample ID: 2020-07-24-55
TL Number from the TL Form: c779826
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: 07/24/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/27/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4" HMA-A w/RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF20-029
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DeSilva Gates Aggregates-Marysville
RAP Source: DeSilava Gates Aggregates
Aggregate Size:
Aggregate Source:
RAP Stockpile: Continuous
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2020-07-24-55-1
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: 01/26/2021
Date Tested: 06/16/2020
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: JMF20-029.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-029
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
|
Mass of HMA Sample prior to ignition
|
no data
|
Corrected Asphalt Binder Content
|
3.80 %
|
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: 2020-07-24-55-2
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: 01/26/2021
Date Tested: 07/30/2020
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: JMF20-029.
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-029
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
|
7346.0 grams
|
Mass of oven-dry sample in air for Sample 1
|
2092.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
8651.0 grams
|
Temperature of Water
|
76 °F
|
Specific Gravity for Sample 1
|
2.657
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2020-07-24-55-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 01/26/2021
Date Tested: 07/30/2020
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: JMF20-029.
Test Result Compliance: complies
Additional Comments When Verified: JMF20-029
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
|
83 %
|
Cumulative percent passing the #4 sieve
|
54 %
|
Cumulative percent passing the #8 sieve
|
37 %
|
Cumulative percent passing the #16 sieve
|
27 %
|
Cumulative percent passing the #30 sieve
|
21 %
|
Cumulative percent passing the #50 sieve
|
16 %
|
Cumulative percent passing the #100 sieve
|
12 %
|
Cumulative percent passing the #200 sieve
|
9.1 %
|