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Testing Report for 2021-06-02-7-2

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 021J4504
EFIS: 0220000080
Project ID: 215245
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-89-14.0/19.0
Work Description: PLACE HMA (TYPE A).
Location Description: SISKIYOU COUNTY ABOUT 6 MILES NORTH OF BARTLE FROM 0.4 MILE NORTH OF EDISON CREEK ACCESS ROAD TO 2.0 MILES SOUTH OF MUD CREEK BRIDGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Austin Henry
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-02-7
TL Number from the TL Form: 858980
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: 6/2/2021
Date that the sample was received by the laboratory/organization performing the testing: 6/2/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Combined RAP (3/8-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78819B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA

Material Information

RAP Source: Fawndale Rock and Asphalt, Redding, CA
Aggregate Size: 3/8-inch
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):

Test Information

DIME Test ID: 2021-06-02-7-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Date Tested: 6/4/2021
Verified Date: 8/19/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,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 :

Submitted Test Results

Does this test use 1/4 sieve?: Yes
Total mass of material in the sample: 1471 grams
Mass retained on the 2 in. sieve: no data
Cumulative mass retained on the 1 1/2 in. sieve: no data
Cumulative mass retained on the 1 in. sieve: no data
Cumulative mass retained on the 3/4 in. sieve: no data
Cumulative mass retained on the 1/2 in. sieve: no data
Cumulative mass retained on the 3/8 in. sieve: 7.7 grams
Mass retained on the 1/4 in. sieve: 234.5 grams
Cumulative mass retained on the #4 sieve: 456.2 grams
Cumulative mass retained on the #8 sieve: 802 grams
Cumulative mass retained on the #16 sieve: 1010.6 grams
Cumulative mass retained on the #30 sieve: 1141.3 grams
Cumulative mass retained on the #50 sieve: 1233.8 grams
Cumulative mass retained on the #100 sieve: 1294.2 grams
Cumulative mass retained on the #200 sieve: 1330 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: 99.5 %
Cumulative percent passing the 1/4 in. sieve: 84.1 %
Cumulative percent passing the #4 sieve: 69 %
Cumulative percent passing the #8 sieve: 45.5 %
Cumulative percent passing the #16 sieve: 31.3 %
Cumulative percent passing the #30 sieve: 22.4 %
Cumulative percent passing the #50 sieve: 16.1 %
Cumulative percent passing the #100 sieve: 12 %
Cumulative percent passing the #200 sieve: 9.59 %