Summary for Test 2018-09-26-24-2

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 212910
DEA: 080K2914
EFIS: 0812000098
DIST-CO-RTE-PM08-SBD-10-30.9/33.3
Award Date03/06/2018
Closeout Date09/04/2019
Work DescriptionLANE REPLACEMENT
Location DescriptionSAN BERNARDINO COUNTY IN REDLANDS FROM ORANGE STREET UNDERCROSSING TO REDLANDS BLVD OFF-RAMP UNDERCROSSING
QA Service Level1 (Verified on 05/02/2018)

Sample Information

Sample Taken Date09/26/2018 Sample Unique Key24
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 testing09/26/2018
Sample typeAcceptance A brief description of the sample3/8 Pea Gravel
The quantity of what the sample constitutes500 tons From where was the sample collectedSource
First name of sampler or witnessed byThomas Last name of sampler or witnessed byJoseph
Title of samplerTechnical Services Technician Telephone number of sampler(510) 378-2044
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameCemex Redlands Transportation Laboratory (TL) NumberUnknown
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)91-36-0068::REDLANDS WASH PLAN (CEMEX)
The fabricator's/manufacturer's product name for the sample3/8 x 8 Gravel The fabricator/manufacturer designation for the sampleUnknown
The plant number4420 A detailed description of where the material sample was collectedQuarry
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberUnknown Lot numberNot set
Sublot numberNot set Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2018-09-26-24
DIME Test ID: 2018-09-26-24-2
Testing Lab: CEMEX - Central & Southern California
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-05-16

Test Results


What size aggregate is being tested?: 0.375 in x No. 8 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: SRL
Date of test: 09/27/2018
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 82 %
Cumulative percent passing the #4 sieve: 10 %
Cumulative percent passing the #8 sieve: 4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/9/2019