Summary for Test 2016-08-08-7-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 209453
DEA: 080J8504
EFIS: 0800000324
DIST-CO-RTE-PM08-SBD-138-R24.1
Award Date07/01/2014
Closeout Date07/05/2017
Work DescriptionREPLACE EXISTING BRIDGE.
Location DescriptionSAN BERNARDINO COUNTY IN AND NEAR HESPERIA AT HORSETHIEF CREEK BRDIGE
QA Service Level1 (Verified on 04/16/2014)

Sample Information

Sample Taken Date08/08/2016 Sample Unique Key7
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 testing08/09/2016
Sample typeAcceptance A brief description of the sampleClass 2 Base
The quantity of what the sample constitutes2 Bags From where was the sample collectedJob Site
First name of sampler or witnessed byLarry Last name of sampler or witnessed byFrancisco
Title of samplerTE Telephone number of samplerUnknown
Laboratory sample identification6309B Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameHesperia Emery Yard Transportation Laboratory (TL) NumberC 950702-1
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)Unknown
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 collectedStockpile East end of Horsethief Bridge
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberUnknown Lot numberNot set
Sublot numberNot set HMA Design ID

Test Details

DIME Sample ID: 2016-08-08-7
DIME Test ID: 2016-08-08-7-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-07-08

Test Results


What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Md Shahjahan
Date of test: 08/10/2016
Cumulative percent passing the 3 in. sieve:100 %
Cumulative percent passing the 2 1/2 in. sieve:100 %
Cumulative percent passing the 2 in. sieve:100 %
Cumulative percent passing the 1 1/2 in. sieve:100 %
Cumulative percent passing the 1 in. sieve:100 %
Cumulative percent passing the 3/4 in. sieve:99 %
Cumulative percent passing the 1/2 in. sieve:93 %
Cumulative percent passing the 3/8 in. sieve:86 %
Cumulative percent passing the #4 sieve:69 %
Cumulative percent passing the #8 sieve:50 %
Cumulative percent passing the #16 sieve:35 %
Cumulative percent passing the #30 sieve:23 %
Cumulative percent passing the #50 sieve:14 %
Cumulative percent passing the #100 sieve:8 %
Cumulative percent passing the #200 sieve:6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/8/2019