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Testing Report for 2020-05-22-22-3

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

Project Information

DEA: 021H9704
EFIS: 0216000051
Project ID: 212866
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-12.6/13.1
Work Description: CURVE REALIGNMENT AND HMA PAVING.
Location Description: TEHAMA COUNTY ABOUT 16 MILES EAST OF PLATINA FROM 2.3 MILES EAST TO 2.8 MILES EAST OF DRY CREEK BRIDGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer:
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-05-22-22
TL Number from the TL Form: 897705
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: 5/22/2020
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
A brief description of the sample: Combined Untreated 3/4-inch Type G Aggregate
From where was the sample collected: Source
Laboratory sample identification: D78443F
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shasta Ranch Aggregates - Anderson, CA

Material Information

Source Identification (SMARA or name of Pit): 91-45-0057
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: Lab-Batched from Sized Untreated Aggregate Stockpiles
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: JMF 20-09-S1
Lot number:
Sublot number:

Test Information

DIME Test ID: 2020-05-22-22-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Date Tested: 7/21/2020
Verified Date: 7/21/2020
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: 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 questionable, coarse, 2 faced particles tested: no data
Percentage of questionable, coarse, 1 faced particles tested: no data
Percentage of questionable, fine, 1 faced particles tested: no data
Percentage of fractured, coarse, 2 faced particles tested: 99 %
Percentage of fractured, coarse, 1 faced particles tested: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %