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Testing Report for 2019-05-31-7-1

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

Project Information

DEA: No Project
EFIS:
Project ID: 0
QA Service Level:
DIST-CO-RTE-PM: ---
Work Description: Special project identifier for material not associated with a project
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-05-31-7
TL Number from the TL Form: 908925
Sample Submitted By Organization: CT D01 - Field Laboratory
Sample Organization Contact: (707) 445-6373
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 5/31/2019
Date that the sample was received by the laboratory/organization performing the testing: 5/31/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: JMF 1/2 Cold feed
From where was the sample collected: Manufacturer
Laboratory sample identification: 19-076
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kernen

Material Information

Source Identification (SMARA or name of Pit): 91-12-0012
The fabricator's/manufacturer's product name for the sample: 18-1029.13
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: Cold Feed
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown

Test Information

DIME Test ID: 2019-05-31-7-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Date Tested: 6/12/2019
Verified Date: 6/12/2019
Submitted By Organization: CT D01 - Field Laboratory
Organization Address: 1726 Albee St,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 445-6373
General Comments for this Test:
Test Result Compliance: complies
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: 98 %
Weighted average percentage of fractured, coarse, 1 faced particles: 96 %
Percentage of fractured, fine, 1 faced particles tested: 98 %