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Sample Record for 2020-03-09-3

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

Project Information

Project ID: 211235 DEA: 054482U4 EFIS: 0500000543 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-2.2/3.3
Work Description: BUILD AND RECONSTRUCT BRIDGES, CONSTRUCT RAMPS AND FRONTAGE ROAD.
Location Description: SANTA BARBARA COUNTY IN CARPINTERIA FROM 0.2 MILE SOUTH OF CARPINTERIA CREEK BRIDGE TO FRANKLIN CREEK BRIDGE
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 9050 NORRIS AVENUE, SUN VALLEY, CA 91352
Resident Engineer: Tristan Gebhart Structure Rep.: Raymond Barajas

Sample Information

DIME Sample ID: 2020-03-09-3
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 03/09/2020
Date that the sample was received by the laboratory/organization performing the testing: 03/09/2020
The quantity of what the sample constitutes: Unknown
A brief description of the sample: 3/4" CL II AB, Recycled
From where was the sample collected: Manufacturer
Laboratory sample identification: D5 20-C-008
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Security Paving Crushing Goleta

Material Information

Source Identification (SMARA, name of Pit or Job Site): Unknown
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: Unknown
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
Aggregate Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2020-03-09-3-1
Test Method: CTM 301-March 2000: Method for Determining the Resistance "R" Value of Treated and Untreated Bases, Subbases, and Basement Soils by the Stabilometer
Verified Date: 03/11/2020
Date Tested: 03/11/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
How will the R value be determined? By stabilometer
As Received Gradation, Percent Passing 3 in. sieve 100 %
As Received Gradation, Percent Passing 2 1/2 in. sieve 100 %
As Received Gradation, Percent Passing 2 in. sieve 100 %
As Received Gradation, Percent Passing 1 1/2 in. sieve 100 %
As Received Gradation, Percent Passing 1 in. sieve 100 %
As Received Gradation, Percent Passing 3/4 in. sieve 98 %
As Received Gradation, Percent Passing 1/2 in. sieve 82 %
As Received Gradation, Percent Passing 3/8 in. sieve 72 %
As Received Gradation, Percent Passing #4 sieve 54 %
As Received Gradation, Percent Passing #8 sieve 0 %
As Received Gradation, Percent Passing #16 sieve 0 %
As Received Gradation, Percent Passing #30 sieve 0 %
As Received Gradation, Percent Passing #50 sieve 0 %
As Received Gradation, Percent Passing #100 sieve 0 %
As Received Gradation, Percent Passing #200 sieve 0 %
As Used Gradation, Percent Passing 3 in. sieve 100 %
As Used Gradation, Percent Passing 2 1/2 in. sieve 100 %
As Used Gradation, Percent Passing 2 in. sieve 100 %
As Used Gradation, Percent Passing 1 1/2 in. sieve 100 %
As Used Gradation, Percent Passing 1 in. sieve 100 %
As Used Gradation, Percent Passing 3/4 in. sieve 100 %
As Used Gradation, Percent Passing 1/2 in. sieve 84 %
As Used Gradation, Percent Passing 3/8 in. sieve 73 %
As Used Gradation, Percent Passing #4 sieve 55 %
As Used Gradation, Percent Passing #8 sieve 0 %
As Used Gradation, Percent Passing #16 sieve 0 %
As Used Gradation, Percent Passing #30 sieve 0 %
As Used Gradation, Percent Passing #50 sieve 0 %
As Used Gradation, Percent Passing #100 sieve 0 %
As Used Gradation, Percent Passing #200 sieve 0 %
R value 81