Summary for Test 2023-09-23-19-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 214336
DEA: 07302404
EFIS: 0713000488
DIST-CO-RTE-PM07-VEN-101-37/40
Award Date11/17/2020
Closeout Date09/24/2024
Work DescriptionPADRE JUAN REHAB
Location DescriptionVEN 101
QA Service Level1 (Verified on 02/26/2021)

Sample Information

Sample Taken Date09/23/2023 Sample Unique Key19
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 testing09/23/2023
Sample typeQuality Assurance A brief description of the sampleSubgrade
The quantity of what the sample constitutes5070 sqft From where was the sample collectedSource
First name of sampler or witnessed byMarcus Last name of sampler or witnessed byMolina
Title of sampler Telephone number of sampler
Laboratory sample identification23-1473 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 name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)N/A
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedCTM 231 Test Holes
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-09-23-19
DIME Test ID: 2023-09-23-19-2
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: 2023-10-10

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: SoCal Reports
Date of test: 09/23/2023
In-place wet density: 2.05
Highest adjust wet density: 2.15
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/10/2023