Test 2021-05-28-22-6 (CTM 301-March 2000) Summary

Project Information
Project IdentifiersProject ID: 215252
DEA: 021J4704
EFIS: 0220000082
DIST-CO-RTE-PM02-TRI-3-46.7/49.8,63.8/67.704
Work DescriptionHMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING.
Location DescriptionTRINITY COUNTY NEAR TRINITY CENTER FROM 0.7 MILE NORTH OF CEDAR STOCK ROAD TO DIENER MINE VIADUCT AND FROM 2.3 MILES NORTH OF EL DORADO WAY TO COFFEE CREEK BRIDGE NO. 05-0060
Sample Information
Sample Taken Date5/28/2021 Sample Unique Key22
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing5/28/2021
Sample typeAcceptance A brief description of the sampleShoulder Backing
The quantity of what the sample constitutes 3 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byJohn Last name of sampler or witnessed byCarmichael
Title of samplerConsultant Laboratory sample identificationD78814
The fabricator/manufacturer/facility nameEagle Rock Inc, Junction City Transportation Laboratory (TL) Number779361
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-23-0001
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedStock Pile at Eagle Rock Inc
Where the material sample would have been placed if not sampled02 TRI 3 PM 46 to 50 Primary Aggregate Nominal Size1 inch
The concrete mix design numberNot Applicable Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2021-05-28-22
DIME Test ID: 2021-05-28-22-6
Testing Lab: CT D02 - North Region Materials Lab
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
Test Release Date: 2021-08-10
Test Results

How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/03/2021
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: 84 %
As Received Gradation, Percent Passing 1/2 in. sieve: 74 %
As Received Gradation, Percent Passing 3/8 in. sieve: 69 %
As Received Gradation, Percent Passing #4 sieve: 57 %
As Received Gradation, Percent Passing #8 sieve: 47 %
As Received Gradation, Percent Passing #16 sieve: 38 %
As Received Gradation, Percent Passing #30 sieve: 30 %
As Received Gradation, Percent Passing #50 sieve: 24 %
As Received Gradation, Percent Passing #100 sieve: 18 %
As Received Gradation, Percent Passing #200 sieve: 13 %
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: 68 %
As Used Gradation, Percent Passing #8 sieve: 56 %
As Used Gradation, Percent Passing #16 sieve: 46 %
As Used Gradation, Percent Passing #30 sieve: 36 %
As Used Gradation, Percent Passing #50 sieve: 28 %
As Used Gradation, Percent Passing #100 sieve: 21 %
As Used Gradation, Percent Passing #200 sieve: 16 %
Horizontal pressure (specimen 1): 0.12 MPa
Displacement (specimen 1): 4.46
Horizontal pressure (specimen 2): 0.17 MPa
Displacement (specimen 2): 4.89
Horizontal pressure (specimen 3): 0.34 MPa
Displacement (specimen 3): 4.5
R value (specimen 1):82.1
R value (specimen 2):73.7
R value (specimen 3):55.4
R value:74
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/10/2021