Summary for Test 2022-10-21-19-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 993545
DEA: 07328504
EFIS: 0716000178
DIST-CO-RTE-PM07-LA-210-R44.7/R52.1
Award Date04/01/2022
Closeout Date09/24/2024
Work DescriptionINSTALL DPP INFILTRATION AREA & CONSTRUCT MAINTENANCE VEHICLE PULLOUT
Location DescriptionLOS ANGELES COUNTY FROM 0.4 MILE EAST OF SOUTH LONE HILL AVENUE UNDERCROSSING TO COUNTY LINE
QA Service Level1 (Verified on 05/11/2022)

Sample Information

Sample Taken Date10/21/2022 Sample Unique Key19
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 testing10/21/2022
Sample typeDepartment Acceptance A brief description of the sampleAggregate Base Class 3
The quantity of what the sample constitutes97 sq. yd. From where was the sample collectedJob Site
First name of sampler or witnessed byPHILIP B Last name of sampler or witnessed byMAQUIRAN
Title of samplerMREA Telephone number of sampler2133581518
Laboratory sample identification22-2826 Linked DIME Sample ID
The fabricator/manufacturer/facility nameN/A Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sample
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedFrom various locations at Aggregate Base
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-10-21-19
DIME Test ID: 2022-10-21-19-2
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: 2022-10-22

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 10/21/2022
In-place wet density: 2.09
Highest adjust wet density: 2.19
% Moisture: 6.6 %
Optimum Moisture: 8.6 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/22/2022