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Sample Record for 2020-08-04-4

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Project Information

Project ID: 214059 DEA: 042K7504 EFIS: 0417000019 QA Service Level: 1
DIST-CO-RTE-PM: 04-SCL-152-7.6/M10.2
Work Description: ROADWAY REHAB, CURB RAMPS, SIGNALS, AND STRIPING UPGRADES.
Location Description: SANTA CLARA COUNTY IN GILROY FROM 0.3 MILE WEST OF SANTA TERESA BOULEVARD TO ROUTE 101
Contractor Name: Granite Construction
Contractor Address: 585 West Beach Street, Watsonville, CA 95076
Resident Engineer: Gene Malonzo Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-08-04-4
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - DME / District Lab
Sample Organization Contact: (510) 507-3456
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 08/04/2020
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 16 bags
A brief description of the sample: 3/8HMA aggregate
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Company

Material Information

Source Identification (SMARA or name of Pit): 91-24-0009
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: Los Banos Plans
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/8 inch
The concrete mix design number:
Lot number:
Sublot number:

Test Results

Test Information 7 of 8

DIME Test ID: 2020-08-04-4-7
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/05/2020
Date Tested: 07/07/2020
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
General Comments for this Test:
Additional Comments When Verified:
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 97 %
Percentage of fractured, coarse, 1 faced particles tested 100 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.