Summary for Test 2025-05-22-61-2

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 Date05/22/2025 Sample Unique Key61
Date that the sample was received by the laboratory/organization performing the testing05/22/2025 Sample typeQuality Assurance
A brief description of the sampleAggregate Base The quantity of what the sample constitutes82 SY
From where was the sample collectedJob Site First name of sampler or witnessed byJareerattana
Last name of sampler or witnessed bySirisujarittham Title of samplerMaterials Tester
Telephone number of sampler5625649465 Laboratory sample identification25-1655
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 RTE 150 Mile 20.45 STN: 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 sampleAggregate Base 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 sampledJobsite Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-05-22-61
DIME Test ID: 2025-05-22-61-2
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: 2025-06-05

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Jareerattana Sirisujarittham
Date of test: 05/22/2025
In-place wet density: 1.99
Highest adjust wet density: 2.17
% Moisture: 7.0 %
Optimum Moisture: 9.0 %
Relative compaction: 92
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/5/2025 ✔