Summary for Test 2014-10-30-2-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 209046
DEA: 120F96E4
EFIS: 1200020279
DIST-CO-RTE-PM12-ORA-5,162-6.2/8.7
Award Date12/04/2013
Closeout Date01/09/2020
Work DescriptionCONSTRUCT HOV LANE. RECONSTRUCT RAMPS AND STRUCTURES WIDENING,
Location DescriptionORANGE COUNTY FROM 0.4 MILE NORTH OF CAMINO DE ESTRELLA OVERCROSSING TO 0.2 MILE SOUTH OF SAN JUAN CREEK ROAD UNDERCROSSING
QA Service Level1 (Verified on 02/24/2014)

Sample Information

Sample Taken Date10/30/2014 Sample Unique Key2
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 testing10/30/2014
Sample typeAcceptance A brief description of the samplesoil
The quantity of what the sample constitutes1 Bag From where was the sample collectedSource
First name of sampler or witnessed byParvin Last name of sampler or witnessed bySebh
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification14Soil0348 C874540 Linked DIME Sample ID0
The fabricator/manufacturer/facility nameBent 5 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, name of Pit or Job Site)55-0226
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 collected105 Elev
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size
The concrete mix design number Lot numberNot set
Sublot numberNot set Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2014-10-30-2
DIME Test ID: 2014-10-30-2-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2014-11-05

Test Results


What size aggregate is being tested?: 0.5 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 10/30/2014
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 100 %
Cumulative percent passing the #8 sieve: 100 %
General comments (publicly viewable) (Max 1000 characters): Sample sent to Corrosion Lab for testing.

Test was verified on 11/5/2014