Test 2018-09-26-24-3 (CTM 206-October 2011) Summary

Project Information
Project IdentifiersProject ID: 212910
DEA: 080K2914
EFIS: 0812000098
DIST-CO-RTE-PM08-SBD-10-30.9/33.3
Work DescriptionLANE REPLACEMENT
Location DescriptionSAN BERNARDINO COUNTY IN REDLANDS FROM ORANGE STREET UNDERCROSSING TO REDLANDS BLVD OFF-RAMP UNDERCROSSING
Sample Information
Sample Taken Date9/26/2018 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 testing9/26/2018
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 Laboratory sample identificationUnknown
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 HMA Design ID
Test Details
DIME Sample ID: 2018-09-26-24
DIME Test ID: 2018-09-26-24-3
Testing Lab: Cemex - Central & Southern California
Test Method: CTM 206-October 2011: Method of Test for Specific Gravity and Absorption of Coarse Aggregate
Test Release Date: 2019-05-16
Test Results

How will the aggregate be used?: portland cement
Input Type: Calculated
Tester's full name: SRL
Date of test: 09/27/2018
% Water Absorbed:1.1 %
Bulk Saturated Surface Dry Specific Gravity:2.62
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/09/2019