Summary for Test 2023-12-14-8-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 994397
DEA: 073393U4
EFIS: 0722000031
DIST-CO-RTE-PM07-LA-605-R11.4/R19.5
Award Date02/14/2023
Closeout DateNot set
Work DescriptionCONSTRUCT DPPIA DEVICES AND MODIFY LIGHTING SYSTEMS.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OF SLAUSON AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF VALLEY BOULEVARD UNDERCROSSING
QA Service Level1 (Verified on 07/13/2023)

Sample Information

Sample Taken Date12/14/2023 Sample Unique Key8
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 testing12/14/2023
Sample typeAcceptance A brief description of the sampleAggregate Base
The quantity of what the sample constitutes1140 SF From where was the sample collectedJob Site
First name of sampler or witnessed byMichelangelo Last name of sampler or witnessed bySese
Title of samplerTET Telephone number of sampler310-345-6204
Laboratory sample identification23-2236 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

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

Test Details

DIME Sample ID: 2023-12-14-8
DIME Test ID: 2023-12-14-8-2
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: 2023-12-14

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 12/14/2023
In-place wet density: 2.07
Highest adjust wet density: 2.21
% Moisture: 11.9 %
Optimum Moisture: no data
Relative compaction: 94
General comments (publicly viewable) (Max 1000 characters): SB Rte. 605 @ Rose Hill Off-Ramp MVP Location 9

Test was verified on 12/14/2023