Summary for Test 2020-05-20-14-2

Test performed: CTM 227-December 2014

Project Information

Project IdentifiersProject ID: 214292
DEA: 060Q9004
EFIS: 0614000047
DIST-CO-RTE-PM06-FRE-180-92.2,130.1
Award Date12/13/2019
Closeout Date10/29/2020
Work DescriptionREPLACE BRIDGE RAILS.
Location DescriptionFRESNO COUNTY NEAR SQUAW VALLEY AT MILL CREEK BRIDGE AND NEAR BOYDEN CAVE AT SOUTH FORK KINGS RIVER BRIDGE
QA Service Level1 (Verified on 08/05/2019)

Sample Information

Sample Taken Date05/20/2020 Sample Unique Key14
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 testing05/20/2020
Sample typeQuality Control A brief description of the sample3/8
The quantity of what the sample constitutes1 bag From where was the sample collectedManufacturer
First name of sampler or witnessed byJulian Last name of sampler or witnessed byRivera Jones
Title of samplerQC Technician Telephone number of sampler5592922188
Laboratory sample identification20-166 3-8 Linked DIME Sample ID
The fabricator/manufacturer/facility nameOutback Materials Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-10-005
The fabricator's/manufacturer's product name for the sample3/8 Pea Gravel The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedUnknown
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/8 inch
The concrete mix design number72T1X10 Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-05-20-14
DIME Test ID: 2020-05-20-14-2
Testing Lab: Trinity Engineering Laboratories, Incorporated - Fresno
Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2020-05-29

Test Results


Describe the gradation of the aggregate or the test method:: Mix of sizes - max 1.5 in.
Input Type: Calculated
Tester's full name: Matthew Horn
Date of test: 05/21/2020
Cleanness value (11/2 in. maximum aggregate mix): 81
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/29/2020