Summary for Test 2025-04-10-10-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1000209
DEA: 07352304
EFIS: 0718000220
DIST-CO-RTE-PM07-LA-5-R60.0/R75.0
Award Date06/03/2024
Closeout DateNot set
Work DescriptionREPLACE DRAINAGE SYSTEMS, INSTALL GSRD, AND REPLACE SAND SHED.
Location DescriptionLOS ANGELES COUNTY IN AND NEAR CASTAIC FROM 0.5 MILE NORTH OF LAKE HUGHES ROAD TO 0.5 MILE NORTH OF VISTA DEL LAGO ROAD
QA Service Level1 (Verified on 04/22/2024)

Sample Information

Sample Taken Date04/10/2025 Sample Unique Key10
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 testing04/10/2025
Sample typeAcceptance A brief description of the sampleAggregate Base
The quantity of what the sample constitutes124 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 identification25-1186 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 Bid ItemNot set

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: 2025-04-10-10
DIME Test ID: 2025-04-10-10-2
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: 2025-04-10

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 04/10/2025
In-place wet density: 2.14
Highest adjust wet density: 2.24
% Moisture: 10.9 %
Optimum Moisture: no data
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters): SB Rte. 5 between Templin Hwy & Lake Hughes St Location 3 - Asphalt Pad Left Shoulder (PM 64.25)

Test was verified on 4/10/2025