Summary for Test 2025-01-15-36-1

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 993527
DEA: 07327304
EFIS: 0716000126
DIST-CO-RTE-PM07-LA-103-0.1
Award Date04/21/2022
Closeout Date08/28/2026
Work DescriptionINSTALL PUMP PLANT EQUIPMENT AND DRAINAGE SYSTEM.
Location DescriptionTHE CITY AND COUNTY OF LOS ANGELES AT HENRY FORD AVENUE OFF-RAMP
QA Service Level1 (Verified on 05/11/2022)

Sample Information

Sample Taken Date01/15/2025 Sample Unique Key36
Date that the sample was received by the laboratory/organization performing the testing01/15/2025 Sample typeQuality Assurance
A brief description of the sampleAggregate The quantity of what the sample constitutes123 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 identification25-0158
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 nameRoute 47 N, Location is North of the pump Station
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 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: 2025-01-15-36
DIME Test ID: 2025-01-15-36-1
Testing Lab: Alta Vista Solutions - Whittier
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: 2025-01-21

Test Results


Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Manuel Uy
Date of test: 01/15/2025
Gage No.: 30515
Test No.: 1
Nuclear By: Manuel Uy
Non-Bias Plan No.: 2
Depth: 9"
Material No.: Mix w/ Pea Gravel
Material Type: Aggregate
Impact By: Manuel Uy
Standard Count Density: 2952 g/cc
Count or Density 1: 1921 g/cc
Count or Density 2: 1955 g/cc
Count or Density 3: 1876 g/cc
Standard Count Moisture: 1053 g/cc
Moisture Count 1: 357 g/cc
Moisture Count 2: 186 g/cc
Moisture Count 3: 164 g/cc
Sum of Count or Density: 5752 g/cc
Average of Count or Density: 1917.33 g/cc
Sum of Moisture Count: 707 g/cc
Average of Moisture Count: 235.67 g/cc
Calculated Percent Relative Compaction: 91.9 %
Reported Percent Relative Compaction: 92 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/21/2025 ✔