Print Report | Back to Test Summary

Testing Report for 2020-01-17-19-2

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

Project Information

DEA: JMFPP
EFIS: 0019000043
Project ID: 66667
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-01-17-19
TL Number from the TL Form:
Sample Submitted By Organization: Granite Construction - Coastal
Sample Organization Contact: (408) 327-7023
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 1/17/2020
Date that the sample was received by the laboratory/organization performing the testing: 1/17/2020
The quantity of what the sample constitutes: Multiple bags blended agg
A brief description of the sample: agg for rock quality
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Salinas Asphalt Facility

Material Information

Source Identification (SMARA or name of Pit): 91-27-0028
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Sample taken from hot bins
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:

Test Information

DIME Test ID: 2020-01-17-19-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Date Tested: 2/14/2020
Verified Date: 2/11/2021
Submitted By Organization: Granite Construction - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 2 Faced
Weighted average percentage of fractured, coarse, 2 faced particles: 99 %