Summary for Test 2025-06-04-60-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1000245
DEA: 072XN104
EFIS: 0724000222
DIST-CO-RTE-PM07-VEN-150-
Award DateNot set
Closeout DateNot set
Work DescriptionRetaining wall repair due to landslide emergency at Route 150 in Santa Paula.
Location DescriptionRoute 150 in Santa Paula.
QA Service Level1 (Verified on 04/05/2024)

Sample Information

Sample Taken Date06/04/2025 Sample Unique Key60
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 testing06/04/2025
Sample typeQuality Assurance A brief description of the sampleStructural Backfill
The quantity of what the sample constitutes82 SY From where was the sample collectedJob Site
First name of sampler or witnessed byManuel Last name of sampler or witnessed byUy
Title of samplerMaterials Tester Telephone number of sampler9495016042
Laboratory sample identification25-1774 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 nameRetaining wall No. 1 Station 10+00 to 11+48 Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)N/A
The fabricator's/manufacturer's product name for the sampleStructural backfill The fabricator/manufacturer designation for the sampleCompaction Testing
The plant number A detailed description of where the material sample was collectedJobsite
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 Number

Test Details

DIME Sample ID: 2025-06-04-60
DIME Test ID: 2025-06-04-60-2
Testing Lab: Alta Vista Solutions - Whittier
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2025-06-12

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Manuel Uy
Date of test: 06/04/2025
In-place wet density: 2.08
Highest adjust wet density: 2.17
% Moisture: 8.9 %
Optimum Moisture: 10.4 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/12/2025