Summary for Test 2023-09-26-35-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 994311
DEA: 080R1704
EFIS: 0812000028
DIST-CO-RTE-PM08-SBD-40-R25.0/R50.0
Award Date04/04/2023
Closeout Date05/30/2025
Work DescriptionCONSTRUCT CSP, CSPA, SSPPA, STR CONC HW, IB, BFM, RSP, & MGS.
Location DescriptionSAN BERNARDINO COUNTY AT NEWBERRY SPRINGS AND LUDLOW FROM 1.6 MILES EAST OF FORT CADY ROAD OVERCROSSING TO CRUCERO ROAD UNDERCROSSING
QA Service Level1 (Verified on 07/28/2023)

Sample Information

Sample Taken Date09/26/2023 Sample Unique Key35
Date that the sample was received by the laboratory/organization performing the testing09/26/2023 Sample typeQuality Assurance
A brief description of the sampleSOIL COMPACTION The quantity of what the sample constitutes96 SQF
From where was the sample collectedJob Site First name of sampler or witnessed bytony
Last name of sampler or witnessed byprice Title of samplerTET
Telephone number of sampler Laboratory sample identification092620223TEST 02
Linked DIME Sample ID The fabricator/manufacturer/facility nameCTM 231 TEST LOCATION
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sample
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedAT THE JOBSITE
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-09-26-35
DIME Test ID: 2023-09-26-35-2
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2023-09-29

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: tony price
Date of test: 09/26/2023
In-place wet density: 1.97
Highest adjust wet density: 2.26
% Moisture: no data
Optimum Moisture: 1.0 %
Relative compaction: 87
General comments (publicly viewable) (Max 1000 characters): DENSITY SPEC 95%

Test was verified on 9/29/2023 ✔