Test 2020-02-25-12-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 212501
DEA: 022E4804
EFIS: 0200000586
DIST-CO-RTE-PM02-SIS-96,263-103.1/103.6,56.8/57.2
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96
Sample Information
Sample Taken Date2/25/2020 Sample Unique Key12
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 testing2/25/2020
Sample typeAcceptance A brief description of the sampleCoarse Aggregate (1 inch x No. 4)
The quantity of what the sample constitutes60 yd (Day's Concrete) From where was the sample collectedManufacturer
First name of sampler or witnessed byKaren Last name of sampler or witnessed bySpliethof
Title of samplerTET Laboratory sample identificationD78333A
The fabricator/manufacturer/facility nameMountain Ready Mix Transportation Laboratory (TL) Number001681
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)91-47-0014::MOORES GRAVEL
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 collectedBelt at Plant
Where the material sample would have been placed if not sampledLeft Retaining Wall Footing of Abutment 8 Primary Aggregate Nominal Size1 inch
The concrete mix design numberCT675S Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2020-02-25-12
DIME Test ID: 2020-02-25-12-1
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: 2020-03-11
Test Results

What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Measured
Tester's full name: Karen Spliethof
Date of test: 02/26/2020
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 1024 grams
Cumulative mass retained on the 3/4 in. sieve: 4488 grams
Cumulative mass retained on the 1/2 in. sieve: 8451 grams
Cumulative mass retained on the 3/8 in. sieve: 10218 grams
Cumulative mass retained on the #4 sieve: 11895 grams
Cumulative mass retained on the #8 sieve: 11974 grams
Cumulative mass retained on the pan: 12054 grams
Mass of all aggregate: 12054 grams
Cumulative percent passing the 1 1/2 in. sieve:100 %
Cumulative percent passing the 1 in. sieve:92 %
Cumulative percent passing the 3/4 in. sieve:63 %
Cumulative percent passing the 1/2 in. sieve:30 %
Cumulative percent passing the 3/8 in. sieve:15 %
Cumulative percent passing the #4 sieve:1 %
Cumulative percent passing the #8 sieve:1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/11/2020