Summary for Test 2022-07-15-32-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 214524
DEA: 07304504
EFIS: 0714000067
DIST-CO-RTE-PM07-LA-57-R0.0/R4.5
Award Date06/11/2020
Closeout Date04/03/2025
Work DescriptionCONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK.
Location DescriptionLOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION
QA Service Level1 (Verified on 08/12/2020)

Sample Information

Sample Taken Date07/15/2022 Sample Unique Key32
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 testing07/19/2022
Sample typeDepartment Acceptance A brief description of the sampleClass 3 Aggregate Base
The quantity of what the sample constitutes12806.4 sqft From where was the sample collectedJob Site
First name of sampler or witnessed byChad Last name of sampler or witnessed byChotibhongs
Title of samplerMREA Telephone number of sampler213-817-0387
Laboratory sample identification22-1825 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGriffith construction Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot 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 collectedCTM 231 Test Holes
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-07-15-32
DIME Test ID: 2022-07-15-32-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2022-07-19

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Chad Chotibhongs
Date of test: 07/19/2022
In-place wet density: 2.13
Highest adjust wet density: 2.24
% Moisture: 8.4 %
Optimum Moisture: 8.4 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/19/2022