Summary for Test 2013-10-15-6294-1

Test performed: ASTM C136-06

Project Information

Project IdentifiersProject ID: 8127
DEA: 080N5904
EFIS: 0800000533
DIST-CO-RTE-PM08-SBD-40-R85.2
Award Date02/07/2013
Closeout Date05/11/2015
Work DescriptionCONSTRUCT PC/PS BULB-TEE GIRDER BRIDGE
Location DescriptionSAN BERNARDINO COUNTY NEAR ESSEX AT VAN WINKLE WASH BRIDGE
QA Service Level1 (Verified on 12/10/2012)

Sample Information

Sample Taken Date10/15/2013 Sample Unique Key6294
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 testing10/21/2013
Sample typeQuality Control A brief description of the sample3/8-inch at 30 Yards
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byMike Last name of sampler or witnessed byGeriminsky
Title of samplerField Technician Telephone number of samplerNot set
Laboratory sample identificationNot set Linked DIME Sample IDNot set
The fabricator/manufacturer/facility nameHi-Grade Oro Grande 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)3/8-inch at 30 Yards
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 collectedHi-Grade Oro Grande
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: 2013-10-15-6294
DIME Test ID: 2013-10-15-6294-1
Testing Lab: SCST, LLC.
Test Method: ASTM C136-06: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2013-10-21

Test Results


What type of gradation is being tested?: 0.375 in x No. 8 - Coarse Aggregate
Input Type: Calculated
Tester's full name: Anthony Stewart
Date of test: 10/18/2013
Cumulative percent passing the 1/2 in. sieve:100 %
Cumulative percent passing the 3/8 in. sieve:98 %
Cumulative percent passing the #4 sieve:23 %
Cumulative percent passing the #8 sieve:3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/21/2013