Summary for Test 2024-03-08-32-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 214697
DEA: 07307104
EFIS: 0714000213
DIST-CO-RTE-PM07-LA-101-32.8
Award DateNot set
Closeout DateNot set
Work DescriptionCONSTRUCT BRIDGE.
Location DescriptionLOS ANGELES COUNTY IN AND NEAR AGOURA HILLS FROM 0.1 MILE WEST OF LIBERTY CANYON ROAD UNDERCROSSING TO 0.6 MILE EAST OF PALO COMADO OVERCROSSING
QA Service Level1 (Verified on 07/12/2021)

Sample Information

Sample Taken Date03/08/2024 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 testing03/08/2024
Sample typeDepartment Acceptance A brief description of the sampleAggregate Base
The quantity of what the sample constitutes500 cy From where was the sample collectedJob Site
First name of sampler or witnessed byLou Ralph Last name of sampler or witnessed byAchuela
Title of samplerTET Telephone number of sampler2138170504
Laboratory sample identification24-0401 Linked DIME Sample ID
The fabricator/manufacturer/facility nameC. A. Rasmussen, Inc. 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 collectedFrom various locations at Aggregate Base
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-03-08-32
DIME Test ID: 2024-03-08-32-2
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: 2024-03-25

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Lou Ralph Achuela
Date of test: 03/08/2024
In-place wet density: 2.11
Highest adjust wet density: 2.17
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/25/2024