Summary for Test 2014-07-30-5304337-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 208679
DEA: 100S1104
EFIS: 1000000229
COOP: 10406
DIST-CO-RTE-PM10-SJ-4,5-Var
Award Date12/16/2013
Closeout Date01/03/2019
Work DescriptionSR-4 FREEWAY EXTENSION
Location DescriptionIN SAN JOAQUIN COUNTY
QA Service Level1 (Verified on 03/25/2013)

Sample Information

Sample Taken Date07/30/2014 Sample Unique Key5304337
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 testing07/30/2014
Sample typeAnnual Source Testing A brief description of the sampleHalf inch
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byChris Last name of sampler or witnessed byMcDermott
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample IDNot set
The fabricator/manufacturer/facility nameConfab Lathrop KRC Vernalis 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)NA
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedStockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot numberNot set
Sublot numberNot set Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2014-07-30-5304337
DIME Test ID: 2014-07-30-5304337-1
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: 2014-08-19

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: 08/04/2014
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 93 %
Cumulative percent passing the 3/8 in. sieve: 54 %
Cumulative percent passing the #4 sieve: 7 %
Cumulative percent passing the #8 sieve: 0 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/19/2014