Summary for Test 2024-07-30-68-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 994327
DEA: 081G4704
EFIS: 0816000001
DIST-CO-RTE-PM08-RIV-74-3.1/53.5
Award Date04/06/2023
Closeout Date10/05/2026
Work DescriptionSTRUCTURAL CONC BR, CONC SLAB, HMA (TYPE A), ALT CRASH CUSHION SYSTEM.
Location DescriptionRIVERSIDE COUNTY NEAR LAKE ELSINORE AT MORRILL CANYON BRIDGE AND NEAR HEMET AT STRAWBERRY CREEK BRIDGE.
QA Service Level1 (Verified on 06/08/2023)

Sample Information

Sample Taken Date07/30/2024 Sample Unique Key68
Date that the sample was received by the laboratory/organization performing the testing07/30/2024 Sample typeAcceptance
A brief description of the sampleSubgrade The quantity of what the sample constitutes15.4 kg
From where was the sample collectedJob Site First name of sampler or witnessed byMohammed
Last name of sampler or witnessed byHaque Title of sampler
Telephone number of sampler Laboratory sample identification
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 collectedHWY 74 Sta 342+75 - 345+09, Strawberry Creek Bridge
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-07-30-68
DIME Test ID: 2024-07-30-68-1
Testing Lab: CT D08 - Fontana Field Testing Laboratory
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: 2024-08-06

Test Results


Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Mohammed Haque
Date of test: 07/30/2024
Sum of Count or Density: 2789 g/cc
Average of Count or Density: 930 g/cc
Sum of Moisture Count: 218 g/cc
Average of Moisture Count: 73 g/cc
Count Ratio Density: 0.53
Count Ratio Moisture: 0.11
Calculated Percent Relative Compaction: 97.8 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters): Density Spec 95%

Test was verified on 8/6/2024 ✔