Print Report | Back to Sample Detail

Sample Record for 2020-02-24-27

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

Project Information

Project ID: 213835 DEA: 051F7404 EFIS: 0514000049 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-101-R28.0/R30.6
Work Description: PLACE CONTINUOUSLY REINFORCED CONCRETE PAVEMENT ON EXISTING ROADWAY.
Location Description: MONTEREY COUNTY NEAR SAN LUCAS FROM 0.1 MILE SOUTH OF PARIS VALLEY ROAD OVERCROSSING TO RANCHO UNDERCROSSING
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: 398 SUNRISE TERRACE, ARROYO GRANDE, CA 93425
Resident Engineer: Amy Norris Structure Rep.: Juan Moreno

Sample Information

DIME Sample ID: 2020-02-24-27
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: 02/24/2020
Date that the sample was received by the laboratory/organization performing the testing: 02/26/2020
The quantity of what the sample constitutes: 2 bags
A brief description of the sample: Class I ASB from Crusher
From where was the sample collected: Job Site
Laboratory sample identification: D5 20-C-003
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Papich

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: Jobsite Crusher
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 1 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown
Aggregate Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2020-02-24-27-1
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: 02/28/2020
Date Tested: 02/28/2020
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: CT 301 R-Value is passing above 60 min (79). Thank you.
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 93 %
As Received Gradation, Percent Passing 3/4 in. sieve 85 %
As Received Gradation, Percent Passing 1/2 in. sieve 75 %
As Received Gradation, Percent Passing 3/8 in. sieve 70 %
As Received Gradation, Percent Passing #4 sieve 57 %
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 88 %
As Used Gradation, Percent Passing 3/8 in. sieve 82 %
As Used Gradation, Percent Passing #4 sieve 67 %
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 79