Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215251 DEA: 021J4604 EFIS: 0220000081
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-34.5/38.8,88.0/92.0
Work Description: HMA OVERLAY, REPLACE AC SURFACING, SHOULDER BACKING & TRAFFIC STRIPE.
Location Description: SISKIYOU COUNTY NEAR HAPPY CAMP FROM 0.1 MILE EAST OF OAK FLAT CREEK BRIDGE TO 0.1 MILE EAST OF BENJAMIN CREEK ROAD AND FROM 0.3 MILE WEST OF BEAVER CREEK BRIDGE TO 1.0 MILE WEST OF LUMGREY CREEK BRIDGE
Contractor Name: TULLIS, INC.
Contractor Address: 16951 CLEAR CREEK ROAD, REDDING CA 96001
Resident Engineer: Austin Henry Structure Rep.: Unknown
DIME Sample ID: 2021-06-07-21
TL Number from the TL Form: 779371
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 06/07/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/08/2021
The quantity of what the sample constitutes: 150 Tons
A brief description of the sample: PSE RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D78835
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis Inc, Northstate Asphalt, Redding CA
RAP Source: Unknown
Aggregate Size: 1/2-inch
Aggregate Source: Unknown
RAP Stockpile: Continuous
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2021-06-07-21-1
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: 11/02/2021
Date Tested: 06/09/2021
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
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
|
7336.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1613.6 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8319.3 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.558
|
|
Theoretical maximum density at 25°C (77°F)
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no data
|
DIME Test ID: 2021-06-07-21-2
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: 11/02/2021
Date Tested: 06/09/2021
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
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
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|
Corrected Asphalt Binder Content
|
5.17 %
|
|
Mass Loss
|
no data
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.00 %
|
|
Moisture Content
|
no data
|
|
Temperature Compensation Factor
|
no data
|
|
Test Temperature
|
no data
|
DIME Test ID: 2021-06-07-21-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 11/02/2021
Date Tested: 06/09/2021
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Does this test use 1/4 sieve?
|
Yes
|
|
Is an aggregate correction factor used?
|
No
|
|
Total mass of material in the sample
|
1563.1 grams
|
|
Cumulative mass retained on the 2 in. sieve
|
0.0 grams
|
|
Cumulative mass retained on the 1 1/2 in. sieve
|
0.0 grams
|
|
Cumulative mass retained on the 1 in. sieve
|
0.0 grams
|
|
Cumulative mass retained on the 3/4 in. sieve
|
0.0 grams
|
|
Cumulative mass retained on the 1/2 in. sieve
|
162.7 grams
|
|
Cumulative mass retained on the 3/8 in. sieve
|
381.6 grams
|
|
Cumulative mass retained on the 1/4 in. sieve
|
638.4 grams
|
|
Cumulative mass retained on the #4 sieve
|
765.9 grams
|
|
Cumulative mass retained on the #8 sieve
|
1002.3 grams
|
|
Cumulative mass retained on the #16 sieve
|
1155.6 grams
|
|
Cumulative mass retained on the #30 sieve
|
1257.0 grams
|
|
Cumulative mass retained on the #50 sieve
|
1336.3 grams
|
|
Cumulative mass retained on the #100 sieve
|
1395.5 grams
|
|
Cumulative mass retained on the #200 sieve
|
1435.6 grams
|
|
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
|
89.6 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
75.6 %
|
|
Cumulative percent passing the 1/4 in. sieve
|
59.2 %
|
|
Cumulative percent passing the #4 sieve
|
51 %
|
|
Cumulative percent passing the #8 sieve
|
35.9 %
|
|
Cumulative percent passing the #16 sieve
|
26.1 %
|
|
Cumulative percent passing the #30 sieve
|
19.6 %
|
|
Cumulative percent passing the #50 sieve
|
14.5 %
|
|
Cumulative percent passing the #100 sieve
|
10.7 %
|
|
Cumulative percent passing the #200 sieve
|
8.2 %
|
