Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212498 DEA: 021H5204 EFIS: 0217000009
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3,263-48.5/49.7 - 49.41
Work Description: Roadway Rehabilitation
Location Description: 02-Sis-3, 263-R46.8/R48.0, 49.07/49.41
Contractor Name: Myers-Shea JV
Contractor Address: 45 Morrison Ave, Sacramento, CA 95838
Resident Engineer: Austin Henry Structure Rep.: Nicolas Jimenez
DIME Sample ID: 2023-05-19-73
TL Number from the TL Form: 815615
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: 05/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/19/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 2 bags of Combined RAP (3/8-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79240B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA
RAP Source: Fawndale Rock and Asphalt, Reddimg, CA
Aggregate Size: 3/8-inch
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2023-05-19-73-1
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: 06/16/2023
Date Tested: 05/23/2023
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)=5.30%
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
|
3114.5 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4783.8 g
|
Mass of HMA Sample prior to ignition
|
1669.3 g
|
Corrected Asphalt Binder Content
|
5.30 %
|
Mass Loss
|
91.4 g
|
Mass of aggregate remaining after ignition
|
1577.9 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.00 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.18 %
|
Test Temperature
|
538 C
|
DIME Test ID: 2023-05-19-73-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/16/2023
Date Tested: 05/23/2023
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)
|
0.0 %
|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
0.0 %
|
Aggregate correction factor for the 1 in. sieve (% passing)
|
0.0 %
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
0.0 %
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
0.0 %
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
-1.3 %
|
Aggregate correction factor for the #4 sieve (% passing)
|
2.0 %
|
Aggregate correction factor for the #8 sieve (% passing)
|
1.3 %
|
Aggregate correction factor for the #16 sieve (% passing)
|
0.0 %
|
Aggregate correction factor for the #30 sieve (% passing)
|
-0.7 %
|
Aggregate correction factor for the #50 sieve (% passing)
|
-2.7 %
|
Aggregate correction factor for the #100 sieve (% passing)
|
-3.0 %
|
Aggregate correction factor for the #200 sieve (% passing)
|
-2.9 %
|
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
|
98 %
|
Cumulative percent passing the #4 sieve
|
76 %
|
Cumulative percent passing the #8 sieve
|
51 %
|
Cumulative percent passing the #16 sieve
|
35 %
|
Cumulative percent passing the #30 sieve
|
25 %
|
Cumulative percent passing the #50 sieve
|
16 %
|
Cumulative percent passing the #100 sieve
|
11 %
|
Cumulative percent passing the #200 sieve
|
8.1 %
|
DIME Test ID: 2023-05-19-73-3
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: 06/16/2023
Date Tested: 05/23/2023
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=2.563
Test Result Compliance: complies
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
|
7335.7 grams
|
Mass of oven-dry sample in air for Sample 1
|
1673.5 grams
|
Mass of container filled with the sample and water for Sample 1
|
8356.3 grams
|
Temperature of Water
|
76 °F
|
Specific Gravity for Sample 1
|
2.563
|
Theoretical maximum density at 25°C (77°F)
|
2555.6 kg/m^3
|