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Testing Report for 2020-05-20-42-3

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

Project Information

Project ID: 214250 DEA: 021H3204 EFIS: 0215000126 QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-99-12.0/12.6
Work Description: CONSTRUCT CURB RAMPS AND SIDEWALKS.
Location Description: TEHAMA COUNTY AT LOS MOLINOS FROM JOSEPHINE STREET TO LOS MOLINOS CREEK BRIDGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Tofael Anwar Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-05-20-42
TL Number from the TL Form: 853459
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 05/20/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/20/2020
The quantity of what the sample constitutes: not provided
A brief description of the sample: 3/4" Class II AB
From where was the sample collected: Manufacturer
Laboratory sample identification: D78436
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis inc

Material Information

Source Identification (SMARA or name of Pit): 91-45-0061
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: Stockpile @ Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:

Test Information

DIME Test ID: 2020-05-20-42-1
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 07/14/2020
Date Tested: 05/20/2020
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

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 97 %
As Received Gradation, Percent Passing 1/2 in. sieve 73 %
As Received Gradation, Percent Passing 3/8 in. sieve 61 %
As Received Gradation, Percent Passing #4 sieve 41 %
As Received Gradation, Percent Passing #8 sieve 29 %
As Received Gradation, Percent Passing #16 sieve 21 %
As Received Gradation, Percent Passing #30 sieve 15 %
As Received Gradation, Percent Passing #50 sieve 9 %
As Received Gradation, Percent Passing #100 sieve 6 %
As Received Gradation, Percent Passing #200 sieve 5 %
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 75 %
As Used Gradation, Percent Passing 3/8 in. sieve 62 %
As Used Gradation, Percent Passing #4 sieve 42 %
As Used Gradation, Percent Passing #8 sieve 30 %
As Used Gradation, Percent Passing #16 sieve 22 %
As Used Gradation, Percent Passing #30 sieve 15 %
As Used Gradation, Percent Passing #50 sieve 9 %
As Used Gradation, Percent Passing #100 sieve 6 %
As Used Gradation, Percent Passing #200 sieve 5 %
R value 79