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Testing Report for 2020-05-07-24-2

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

Project Information

DEA: 020J1604
EFIS:
Project ID: 214589
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-284-0.0/8.3
Work Description: PLACE HMA (TYPE A), PRECOATED AGGREGATE (SEAL COAT), HMA (LEVELING).
Location Description: PLUMAS COUNTY NEAR CHILCOOT FROM ROUTE 70 TO 1 MILE NORTH OF LITTLE LAST CHANCE CREEK BRIDGE NUMBER 09-0072
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer:
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-05-07-24
TL Number from the TL Form: 733191
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 5/7/2020
Date that the sample was received by the laboratory/organization performing the testing: 5/8/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Fine RAP (3/8-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78423B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ward Lake Plant, Litchfield, CA

Material Information

RAP Source: Ward Lake
Aggregate Size: 3/8-inch
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown

Test Information

DIME Test ID: 2020-05-07-24-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Date Tested: 5/12/2020
Verified Date: 6/29/2020
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: 1335.6 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: 17.7 grams
Mass retained on the 1/4 in. sieve: 209.6 grams
Cumulative mass retained on the #4 sieve: 344 grams
Cumulative mass retained on the #8 sieve: 612.6 grams
Cumulative mass retained on the #16 sieve: 795.4 grams
Cumulative mass retained on the #30 sieve: 923 grams
Cumulative mass retained on the #50 sieve: 1032 grams
Cumulative mass retained on the #100 sieve: 1121.2 grams
Cumulative mass retained on the #200 sieve: 1178.6 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: 98.7 %
Cumulative percent passing the 1/4 in. sieve: 84.3 %
Cumulative percent passing the #4 sieve: 74.2 %
Cumulative percent passing the #8 sieve: 54.1 %
Cumulative percent passing the #16 sieve: 40.4 %
Cumulative percent passing the #30 sieve: 30.9 %
Cumulative percent passing the #50 sieve: 22.7 %
Cumulative percent passing the #100 sieve: 16.1 %
Cumulative percent passing the #200 sieve: 11.76 %