Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993119 DEA: 021J7104 EFIS: 0220000120
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-3-29.77/L30.88
Work Description: TRINITY 3 PAVEMENT AND DRAINAGE
Location Description: TRINITY COUNTY NEAR DOUGLAS CITY FROM READING CREEK BRIDGE TO ROUTE 299
Contractor Name: TULLIS, INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Joseph Porra
DIME Sample ID: 2024-09-09-64
TL Number from the TL Form: 848627
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Production Start-Up
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 09/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/09/2024
The quantity of what the sample constitutes: PSE 2 bags
A brief description of the sample: RAP Sample
From where was the sample collected: Manufacturer
Laboratory sample identification: D79711B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis — Northstate Asphalt (Redding, CA) — Latona Aggregates (Anderson, CA)
RAP Source: Tullis, Northstate Asphalt, Redding, CA
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2024-09-09-64-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/18/2024
Date Tested: 09/17/2024
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: not applicable
Additional Comments When Verified:
|
Is an aggregate correction factor used?
|
Yes
|
|
Aggregate correction factor for the 2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
-0.1 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
-1 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
-1 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
-0.9 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
-0.8 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
-1.2 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
-0.8 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
-0.7 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
-0.6 %
|
|
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
|
99 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
88 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
73 %
|
|
Cumulative percent passing the #4 sieve
|
49 %
|
|
Cumulative percent passing the #8 sieve
|
36 %
|
|
Cumulative percent passing the #16 sieve
|
25 %
|
|
Cumulative percent passing the #30 sieve
|
17 %
|
|
Cumulative percent passing the #50 sieve
|
13 %
|
|
Cumulative percent passing the #100 sieve
|
10 %
|
|
Cumulative percent passing the #200 sieve
|
7.4 %
|
DIME Test ID: 2024-09-09-64-2
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: 09/19/2024
Date Tested: 09/13/2024
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: PBR(Uncorrected)=4.66
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3112.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4695.8 g
|
|
Mass of HMA Sample prior to ignition
|
1583.6 g
|
|
Corrected Asphalt Binder Content
|
4.66 %
|
|
Mass Loss
|
76.8 g
|
|
Mass of aggregate remaining after ignition
|
1506.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.19 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2024-09-09-64-3
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: 09/19/2024
Date Tested: 09/11/2024
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: Gmmr=2.633
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Number of tests
|
1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7332.3 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1571.5 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8306.9 grams
|
|
Temperature of Water
|
24 °F
|
|
Specific Gravity for Sample 1
|
2.633
|
|
Theoretical maximum density at 25°C (77°F)
|
2625.4 kg/m^3
|
