Summary for Test 2025-08-07-64-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 215220
DEA: 07210624
EFIS: 0719000068
DIST-CO-RTE-PM07-LA,SBD-71-1.8/R4.7&R0.0/R0.2
Award Date02/05/2021
Closeout DateNot set
Work DescriptionPLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP.
Location DescriptionIN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE.
QA Service Level1 (Verified on 03/24/2021)

Sample Information

Sample Taken Date08/07/2025 Sample Unique Key64
Date that the sample was received by the laboratory/organization performing the testing08/07/2025 Sample typeQuality Assurance
A brief description of the sampleAggregate Base The quantity of what the sample constitutes1,087 SY
From where was the sample collectedJob Site First name of sampler or witnessed byMario
Last name of sampler or witnessed bySanchez Title of samplerMaterials Tester
Telephone number of sampler5628812790 Laboratory sample identification25-2627
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 name71 SB Rio Rancho Off Ramp
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: 2025-08-07-64
DIME Test ID: 2025-08-07-64-2
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: 2025-09-17

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Mario Sanchez
Date of test: 08/07/2025
In-place wet density: 2.02
Highest adjust wet density: 2.13
% Moisture: 8.0 %
Optimum Moisture: 10.0 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/17/2025 ✔