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Testing Report for 2020-10-20-27-3

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

Project Information

DEA: 030H10U4
EFIS: 0317000246
Project ID: 213411
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-5-9.7/24.9
Work Description:
Location Description: Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Girmay Beyene
Structure Rep.: Luis Guzman

Sample Information

DIME Sample ID: 2020-10-20-27
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT D03 - North Region Materials Lab
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 10/20/2020
Date that the sample was received by the laboratory/organization performing the testing: 12/1/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/8-inch RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-001
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Company - Bradshaw

Material Information

RAP Source: GCCO Bradshaw Plant, RAP Bin 1
Aggregate Size: 3/8 inch
Aggregate Source:
RAP Stockpile: Continuous
Stockpile Size (tons): 40,000 tons

Test Information

DIME Test ID: 2020-10-20-27-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Date Tested: 2/8/2021
Verified Date: 3/19/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-001.
Test Result Compliance: complies
Additional Comments When Verified : JMF21-001

Submitted Test Results

Does this test use 1/4 sieve?: 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: 100 %
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 81 %
Cumulative percent passing the #8 sieve: 59 %
Cumulative percent passing the #16 sieve: 45 %
Cumulative percent passing the #30 sieve: 34 %
Cumulative percent passing the #50 sieve: 25 %
Cumulative percent passing the #100 sieve: 17 %
Cumulative percent passing the #200 sieve: 12.2 %