Summary for Test 2025-01-30-8-3

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 995085
DEA: 07322904
EFIS: 0716000059
DIST-CO-RTE-PM07-LA-27-0.0/18.6
Award Date11/06/2023
Closeout DateNot set
Work DescriptionREMOVE EXISTING AC PAVEMENT & HMA OVERLAY.
Location DescriptionLOS ANGELES COUNTY IN AND NEAR LOS ANGELES FROM ROUTE 1 TO DEVONSHIRE STREET
QA Service Level1 (Verified on 09/11/2023)

Sample Information

Sample Taken Date01/30/2025 Sample Unique Key8
Date that the sample was received by the laboratory/organization performing the testing01/30/2025 Sample typeQuality Control
A brief description of the samplecoarse aggregate The quantity of what the sample constitutes3
From where was the sample collectedJob Site First name of sampler or witnessed byLR
Last name of sampler or witnessed byCollier Title of samplerTET
Telephone number of sampler4242327257 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCA Rasmussen Inc.
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Jobsite
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 collectedNB 27 at Valerio St
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-01-30-8
DIME Test ID: 2025-01-30-8-3
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2025-01-31

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: LR Collier
Date of test: 01/30/2025
In-place wet density: 2.15
Highest adjust wet density: 2.24
% Moisture: 10.9 %
Optimum Moisture: 10.9 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/31/2025 ✔