Test 2019-08-05-15-3 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 214006
DEA: 09373704
EFIS: 0918000004
DIST-CO-RTE-PM09-KER-178,395-75.0/81.0,R23.4/29.5
Work DescriptionPLACE HMA (TYPE A) AND RHMA-G.
Location DescriptionKERN COUNTY ABOUT 11 MILES WEST OF INYOKERN ON ROUTE 178 FROM 2.0 MILES WEST TO 4.0 MILES EAST OF CANE BRAKE CREEK BRIDGE AND NEAR INYOKERN ON ROUTE 395 FROM 5.8 MILES NORTH TO 0.3 MILE SOUTH OF ROUTE 178/395 SEPARATION
Sample Information
Sample Taken Date8/5/2019 Sample Unique Key15
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 testing8/6/2019
Sample typePer Request A brief description of the sampleShoulder Backing Material
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of sampler Laboratory sample identification8669
The fabricator/manufacturer/facility nameGranite Arvin CA Transportation Laboratory (TL) NumberNone
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)Unknown
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 collectedGranite, Arvin CA
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2019-08-05-15
DIME Test ID: 2019-08-05-15-3
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-09-23
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: Nader Rashidi-Ghader
Date of test: 08/10/2019
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:99 %
Cumulative percent passing the 1/2 in. sieve:84 %
Cumulative percent passing the 3/8 in. sieve:71 %
Cumulative percent passing the #4 sieve:51 %
Cumulative percent passing the #8 sieve:39 %
Cumulative percent passing the #16 sieve:31 %
Cumulative percent passing the #30 sieve:24 %
Cumulative percent passing the #50 sieve:17 %
Cumulative percent passing the #100 sieve:12 %
Cumulative percent passing the #200 sieve:8.2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/23/2019