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Testing Report for 2020-05-21-35-3

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

Project Information

DEA: 020J1304
EFIS: 0219000064
Project ID: 214725
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-139-43.0/53.0
Work Description: COLD IN-PLACE RECYCLING AND PLACE HMA (TYPE A).
Location Description: LASSEN COUNTY ABOUT 42 MILES NORTH OF SUSANVILLE FROM 3.8 MILES NORTH OF SLATE CREEK TO 4.7 MILES SOUTH OF WILLOW CREEK RANCH ROAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer:
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-05-21-35
TL Number from the TL Form: 733194
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 5/21/2020
Date that the sample was received by the laboratory/organization performing the testing: 5/22/2020
The quantity of what the sample constitutes: JMF Verification Renewal
A brief description of the sample: Combined 1/2-inch Type A Untreated Virgin Aggregate
From where was the sample collected: Source
Laboratory sample identification: D78440F
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shaw Pit

Material Information

Source Identification (SMARA or name of Pit): 91-25-0008
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: Lab-Batched from Sized Untreated Aggregate Stockpiles
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number: JMF 19-05-R1
Lot number: Unknown
Sublot number: Unknown

Test Information

DIME Test ID: 2020-05-21-35-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Date Tested: 7/14/2020
Verified Date: 7/17/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance: does not comply
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: no data
Percentage of fractured, coarse, 2 faced particles tested: 88 %
Percentage of fractured, coarse, 1 faced particles tested: 91 %
Percentage of fractured, fine, 1 faced particles tested: 99 %