Test 2014-01-22-1160-1 (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 Key1160
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing1/22/2014
Sample typeInformational A brief description of the sample1/2-inch Type A aggregate extracted by ignition from HMA
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 samplerMaterials Tester Laboratory sample identificationD75699 / 678943
The fabricator/manufacturer/facility nameTullis Inc. - Northstate Asphalt (Redding CA) 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)SMARA ID No. 91-45-0057 / MSHA Mine ID No. 0405753
The fabricator's/manufacturer's product name for the sample1/2-inch HMA Type A The fabricator/manufacturer designation for the sampleMix ID No. L120644BTR
The plant numberNot set A detailed description of where the material sample was collectedCored from in-place HMA on the roadway
Where the material sample would have been placed if not sampledNot set Primary Aggregate Nominal Size
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2014-01-22-1160
DIME Test ID: 2014-01-22-1160-1
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: 2014-05-21
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): Information only - not for Acceptance.

Test was verified on 05/21/2014