Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215405 DEA: 032G1604 EFIS: 0320000235
QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL-45-0.6/12.9
Work Description: COLD PLANE AC PAVEMENT AND REPLACE WITH HOT MIX ASPHALT.
Location Description: YOLO COUNTY NEAR KNIGHTS LANDING FROM SYCAMORE SLOUGH BRIDGE TO YOLO COUNTY LINE ROAD
Contractor Name: All American Asphalt
Contractor Address: PO Box 635, Live Oaks, CA 95953
Resident Engineer: Luis Pompa Structure Rep.: Unknown
DIME Sample ID: 2021-03-19-25
TL Number from the TL Form: C849138
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: 03/19/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/19/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: RAP (minus 3/4")
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-015
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert - Woodland Plant
RAP Source: Teichert Woodland Plant, RAP Bin 1
Aggregate Size:
Aggregate Source:
RAP Stockpile: Static
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2021-03-19-25-1
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: 05/25/2021
Date Tested: 02/01/2021
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: JMF21-015. Teichert Lab Personnel
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
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no data
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Mass of HMA Sample prior to ignition
|
no data
|
Corrected Asphalt Binder Content
|
4.67 %
|
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: 2021-03-19-25-2
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: 05/25/2021
Date Tested: 03/29/2021
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: JMF21-015.
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
|
Mechanical Agitation - Method A
|
Mass of container filled with water
|
7346.0 grams
|
Mass of oven-dry sample in air for Sample 1
|
2083.3 grams
|
Mass of container filled with the sample and water for Sample 1
|
8611.4 grams
|
Temperature of Water
|
76 °F
|
Specific Gravity for Sample 1
|
2.547
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2021-03-19-25-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/25/2021
Date Tested: 03/29/2021
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: JMF21-015.
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
|
89 %
|
Cumulative percent passing the #4 sieve
|
68 %
|
Cumulative percent passing the #8 sieve
|
49 %
|
Cumulative percent passing the #16 sieve
|
37 %
|
Cumulative percent passing the #30 sieve
|
28 %
|
Cumulative percent passing the #50 sieve
|
19 %
|
Cumulative percent passing the #100 sieve
|
13 %
|
Cumulative percent passing the #200 sieve
|
8.6 %
|