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Testing Report for 2020-11-13-19-2

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

Project Information

EFIS: 0019000043
Project ID: 66667
QA Service Level:
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: 2020-11-13-19
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 11/13/2020
Date that the sample was received by the laboratory/organization performing the testing: 2/3/2021
The quantity of what the sample constitutes: Bags of aggregate
A brief description of the sample: Bagged aggregate - Drum Plant
From where was the sample collected: Supplier
Laboratory sample identification: 21-JMFPP-0017
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Company

Material Information

Source Identification (SMARA or name of Pit): 91-39-0002
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: Plant
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: 2020-11-13-19-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Date Tested: 2/17/2021
Verified Date: 2/22/2021
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email:
Organization Phone: (916) 227-7204
General Comments for this Test: Crushed particles, coarse aggregate One fractured face and Crushed particles, coarse aggregate Two fractured faces - Method 1 Crushed particles, fine aggregate (Passing No. 4 sieve and retained on No. 8 sieve) One fractured face - Method 2
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Percentage of questionable, coarse, 2 faced particles tested: 3 %
Percentage of questionable, coarse, 1 faced particles tested: 3 %
Percentage of questionable, fine, 1 faced particles tested: 1 %
Percentage of fractured, coarse, 2 faced particles tested: 96 %
Percentage of fractured, coarse, 1 faced particles tested: 98 %
Percentage of fractured, fine, 1 faced particles tested: 100 %