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Testing Report for 2020-04-24-25-1

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: 2020-04-24-25
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: 4/24/2020
Date that the sample was received by the laboratory/organization performing the testing: 4/24/2020
The quantity of what the sample constitutes: Multiple pounds of combined agg
A brief description of the sample: Combined agg for agg properties
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Salinas Batch

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: Pulled from hot bins
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:

Test Information

DIME Test ID: 2020-04-24-25-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Date Tested: 4/24/2020
Verified Date: 4/5/2021
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 1 and 2 Faced and Fine 1 Faced
Weighted average percentage of fractured, coarse, 2 faced particles: 99 %
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %