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: 2021-06-21-18
TL Number from the TL Form: 853076
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 06/21/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/21/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 1 bag of Fine RAP (No. 4) for use in 3/8-inch Type HMA
From where was the sample collected: Manufacturer
Laboratory sample identification: D78848B
Structure unique identifier:
Structure name: Not Applicable
The fabricator/manufacturer/facility name: Tullis - Northstate Asphalt - Redding, CA
RAP Source: Northstate Asphalt
Aggregate Size: Fine
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
DIME Test ID: 2021-06-21-18-1
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: 01/21/2022
Date Tested: 06/22/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, MS-83,
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: Uncorrected RAP Binder Content
Test Result Compliance: complies
Additional Comments When Verified:
Test procedure used?
|
Method A
|
Asphalt Binder Content
|
6.85 %
|
Mass of HMA prior to ignition
|
1297 g
|
Mass of aggregate remaining after ignition
|
1208.1 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0 %
|
Moisture Content
|
0 %
|
Test Temperature
|
1000 F
|
DIME Test ID: 2021-06-21-18-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 01/21/2022
Date Tested: 06/23/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, MS-83,
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
|
Total mass of material in the sample
|
1207.8 grams
|
Mass retained on the 2 in. sieve
|
0 grams
|
Cumulative mass retained on the 1 1/2 in. sieve
|
0 grams
|
Cumulative mass retained on the 1 in. sieve
|
0 grams
|
Cumulative mass retained on the 3/4 in. sieve
|
0 grams
|
Cumulative mass retained on the 1/2 in. sieve
|
0 grams
|
Cumulative mass retained on the 3/8 in. sieve
|
1 grams
|
Mass retained on the 1/4 in. sieve
|
129.4 grams
|
Cumulative mass retained on the #4 sieve
|
268 grams
|
Cumulative mass retained on the #8 sieve
|
537.2 grams
|
Cumulative mass retained on the #16 sieve
|
727.4 grams
|
Cumulative mass retained on the #30 sieve
|
858.5 grams
|
Cumulative mass retained on the #50 sieve
|
956.3 grams
|
Cumulative mass retained on the #100 sieve
|
1025.2 grams
|
Cumulative mass retained on the #200 sieve
|
1068.9 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
|
100 %
|
Cumulative percent passing the 3/8 in. sieve
|
99.9 %
|
Cumulative percent passing the 1/4 in. sieve
|
89.3 %
|
Cumulative percent passing the #4 sieve
|
77.8 %
|
Cumulative percent passing the #8 sieve
|
55.5 %
|
Cumulative percent passing the #16 sieve
|
39.8 %
|
Cumulative percent passing the #30 sieve
|
28.9 %
|
Cumulative percent passing the #50 sieve
|
20.8 %
|
Cumulative percent passing the #100 sieve
|
15.1 %
|
Cumulative percent passing the #200 sieve
|
11.5 %
|
DIME Test ID: 2021-06-21-18-3
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: 01/21/2022
Date Tested: 06/22/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, MS-83,
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: Insufficient specimen size.
Gser ≈ 2.750
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests
|
1
|
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
|
1290.4 grams
|
Mass of container filled with the sample and water for Sample 1
|
8111.1 grams
|
Temperature of Water
|
76 °F
|
Specific Gravity for Sample 1
|
2.501
|