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Testing Report for 2020-03-23-11-4

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

Project Information

DEA: 051C85U4
EFIS: 0518000156
Project ID: 213733
QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-1-10.2/17.5
Work Description: Santa Cruz 1 CAPM and Bridge Rails
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Gareth Gill
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-03-23-11
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Field Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 3/23/2020
Date that the sample was received by the laboratory/organization performing the testing: 4/17/2020
The quantity of what the sample constitutes: One JMF Renewal
A brief description of the sample: bags of aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Felton

Material Information

Source Identification (SMARA or name of Pit): 91-44-0003::FELTON QUARRY
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: At the Plant
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown

Test Information

DIME Test ID: 2020-03-23-11-4
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Date Tested: 4/20/2020
Verified Date: 5/1/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email:
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance: complies
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 fractured, coarse, 2 faced particles tested: 98 %
Percentage of fractured, coarse, 1 faced particles tested: 99 %
Percentage of fractured, fine, 1 faced particles tested: 97 %