Summary for Test 2025-07-02-30-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 993387
DEA: 07323404
EFIS: 0716000064
DIST-CO-RTE-PM07-LA-5-R59.5/R67.9
Award Date02/25/2022
Closeout Date06/30/2026
Work DescriptionPLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING
QA Service Level1 (Verified on 12/06/2021)

Sample Information

Sample Taken Date07/02/2025 Sample Unique Key30
Date that the sample was received by the laboratory/organization performing the testing07/02/2025 Sample typeQuality Assurance
A brief description of the sampleAggregate Base The quantity of what the sample constitutes125 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 identification25-2157
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 nameSB I-5 Approximately 2 Mile North of Templin off-ramp Sta 3483+70 to 3482+45
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: 2025-07-02-30
DIME Test ID: 2025-07-02-30-2
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: 2025-07-23

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Manuel Uy
Date of test: 07/02/2025
In-place wet density: 2.07
Highest adjust wet density: 2.17
% Moisture: 13.7 %
Optimum Moisture: 12.2 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/23/2025 ✔