Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214377 DEA: 020J2204 EFIS: 0219000073
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-299-32.0/33.0, 32.0-33.0, 32/33, 32-33, 32.0 / 33.0
Work Description: Exc & stabilize rock slide or secure large rocks
Location Description:
Contractor Name: STIMPEL-WIEBELHAUS ASSOCIATES,INC.
Contractor Address: PO BOX 492335, REDDING, CA 96049
Resident Engineer: MANDHIR GREWAL Structure Rep.: Unknown
DIME Sample ID: 2020-05-06-27
TL Number from the TL Form: 002555
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: 05/06/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/06/2020
The quantity of what the sample constitutes: Up to Five Days Paving
A brief description of the sample: Combined RAP (1/2-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78420B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Northstate Asphalt, Redding, CA
RAP Source: Northstate Asphalt, Redding, CA
Aggregate Size: 1/2-inch
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2020-05-06-27-1
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: 06/25/2020
Date Tested: 05/07/2020
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?
|
Method A
|
Mass of HMA Sample prior to ignition
|
1587.6 g
|
Corrected Asphalt Binder Content
|
5.91 %
|
Mass Loss
|
no data
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.00 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
1000 F
|
DIME Test ID: 2020-05-06-27-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/25/2020
Date Tested: 05/07/2020
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:
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
|
91.9 %
|
Cumulative percent passing the 3/8 in. sieve
|
78.1 %
|
Cumulative percent passing the 1/4 in. sieve
|
59.5 %
|
Cumulative percent passing the #4 sieve
|
50.3 %
|
Cumulative percent passing the #8 sieve
|
34.1 %
|
Cumulative percent passing the #16 sieve
|
24.9 %
|
Cumulative percent passing the #30 sieve
|
19.1 %
|
Cumulative percent passing the #50 sieve
|
14.3 %
|
Cumulative percent passing the #100 sieve
|
10.4 %
|
Cumulative percent passing the #200 sieve
|
7.8 %
|
DIME Test ID: 2020-05-06-27-3
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: 06/25/2020
Date Tested: 05/07/2020
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
|
7338.0 grams
|
Mass of oven-dry sample in air for Sample 1
|
1613.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
8320.0 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.557
|
Theoretical maximum density at 25°C (77°F)
|
no data
|