Summary for Test 2023-09-01-95-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 215100
DEA: 071XP904
EFIS: 0720000158
DIST-CO-RTE-PM07-LA-118-R5.75, R5.75/R5.75, 5.75/5.75
Award Date07/30/2020
Closeout Date10/02/2023
Work DescriptionREPAIR FAILED DRAINAGE SYSTEM ON LA COUNTY W/B LA-118 RESEDA BLVD
Location DescriptionW/B LA-118 RESEDA BLVD
QA Service Level1 (Verified on 06/30/2021)

Sample Information

Sample Taken Date09/01/2023 Sample Unique Key95
Date that the sample was received by the laboratory/organization performing the testing09/01/2023 Sample typeDepartment Acceptance
A brief description of the sampleEmbankment The quantity of what the sample constitutes250 sq. yd.
From where was the sample collectedJob Site First name of sampler or witnessed byPhilip
Last name of sampler or witnessed byMaquiran Title of samplerMREA
Telephone number of sampler(213) 358-1518 Laboratory sample identification23-1343
Linked DIME Sample ID The fabricator/manufacturer/facility nameOrnelas Construction
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 collectedFrom various locations at Embankment
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-09-01-95
DIME Test ID: 2023-09-01-95-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Test Release Date: 2023-10-26

Test Results


Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 09/01/2023
Sum of Count or Density: 6.36 g/cc
Average of Count or Density: 2.12 g/cc
Sum of Moisture Count: 0.86 g/cc
Average of Moisture Count: 0.29 g/cc
Calculated Percent Relative Compaction: 93.8 %
Reported Percent Relative Compaction: 94 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/26/2023 ✔