Test 2014-01-22-15109181-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 7051
DEA: 023E9304
DIST-CO-RTE-PM02-TRI,TRI-299-0.0/0.1,64.0/72.2
Work DescriptionHMA THIN BLANKET OVERLAY WITH DIGOUTS
Location DescriptionSHASTA AND TRINITY COUNTIES AT AND NEAR DOUGLAS CITY FROM 0.5 MILE EAST OF LEWISTON ROAD TO 0.1 MILE EAST OF SHASTA COUNTY LINE
Sample Information
Sample Taken Date1/22/2014 Sample Unique Key15109181
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 testing1/22/2014
Sample typePer Request A brief description of the sampleType A aggregate extracted by ignition
The quantity of what the sample constitutes4 Cores From where was the sample collectedOther
First name of sampler or witnessed byTerry Last name of sampler or witnessed byMcCormick
Title of samplerUnknown Laboratory sample identificationD75699
The fabricator/manufacturer/facility nameIn Place FMFC HMA Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)Tullis - Northstate Asphalt
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 collectedTRI 299 pm 68
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2014-01-22-15109181
DIME Test ID: 2014-01-22-15109181-1
Testing Lab: CT D02 - North Region Materials Lab
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2014-11-03
Test Results

What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Terry McCormick
Date of test: 02/04/2014
Cumulative percent passing the 3 in. sieve:100 %
Cumulative percent passing the 2 1/2 in. sieve:100 %
Cumulative percent passing the 2 in. sieve:100 %
Cumulative percent passing the 1 1/2 in. sieve:100 %
Cumulative percent passing the 1 in. sieve:100 %
Cumulative percent passing the 3/4 in. sieve:100 %
Cumulative percent passing the 1/2 in. sieve:98 %
Cumulative percent passing the 3/8 in. sieve:89 %
Cumulative percent passing the #4 sieve:58 %
Cumulative percent passing the #8 sieve:37 %
Cumulative percent passing the #16 sieve:25 %
Cumulative percent passing the #30 sieve:19 %
Cumulative percent passing the #50 sieve:14 %
Cumulative percent passing the #100 sieve:10 %
Cumulative percent passing the #200 sieve:8.1 %
General comments (publicly viewable) (Max 250 characters):

Test was verified on 11/03/2014