Test 2013-08-08-10459701-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 8128
DEA: 080N9104
EFIS: 0800001013
DIST-CO-RTE-PM08-RIV-62-R0.4/R1.1
Work DescriptionINSTALL TRAFFIC SIGNAL AND REALIGN TWO LEFT TURN LANES.
Location DescriptionRIVERSIDE COUNTY NEAR DESERT HOT SPRINGS FROM 1.1 MILE NORTH TO 0.8 MILE SOUTH OF DILLON ROAD
Sample Information
Sample Taken Date8/8/2013 Sample Unique Key10459701
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 testing8/9/2013
Sample typeAnnual Source Testing A brief description of the sampleCoarse PCC Aggregate
The quantity of what the sample constitutes4 Bags From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of samplerNot set Laboratory sample identification3226B
The fabricator/manufacturer/facility nameCalportland Company/Thousand Palms 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)91-33-0093
The fabricator's/manufacturer's product name for the sampleNot set The fabricator/manufacturer designation for the sampleNot set
The plant numberNot set A detailed description of where the material sample was collectedStockpile
Where the material sample would have been placed if not sampledNot set Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2013-08-08-10459701
DIME Test ID: 2013-08-08-10459701-1
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: 2014-02-28
Test Results

What size aggregate is being tested?: 0.375 in x No. 8 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Nader Rashidi
Date of test: 08/16/2013
Cumulative percent passing the 1/2 in. sieve:100 %
Cumulative percent passing the 3/8 in. sieve:92 %
Cumulative percent passing the #4 sieve:6 %
Cumulative percent passing the #8 sieve:0 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/28/2014