Summary for Test 2022-04-18-4-2

Test performed: CTM 231-March 2013

Project Information

Project IdentifiersProject ID: 211260
DEA: 072159U4
EFIS: 0715000160
DIST-CO-RTE-PM07-LA,ORA-5-0.0/1.5, 44.3/44.4
Award Date05/27/2016
Closeout Date08/01/2023
Work DescriptionCONSTRUCT HOV LANES AND MIX FLOW LANES.
Location DescriptionLOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
QA Service Level1 (Verified on 03/16/2016)

Sample Information

Sample Taken Date04/18/2022 Sample Unique Key4
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing04/18/2022
Sample typeAcceptance A brief description of the sampleAggregate Base
The quantity of what the sample constitutes16875 sqft From where was the sample collectedJob Site
First name of sampler or witnessed byChad Last name of sampler or witnessed byChotibhongs
Title of samplerMREA Telephone number of sampler213-817-0387
Laboratory sample identification22-0829 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)NA
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 collectedCT 231 Test Holes
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 NumberNot set

Test Details

DIME Sample ID: 2022-04-18-4
DIME Test ID: 2022-04-18-4-2
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: 2022-04-18

Test Results


Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Chad Chotibhongs
Date of test: 04/18/2022
Gage No.: 60293
Test No.: 1
Nuclear By: Chad Chotibhongs
Non-Bias Plan No.: 5
Depth: 11
Material No.: On-Site
Material Type: Aggregate Base
Impact By: Chad Chotibhongs
Standard Count Density: 2180 g/cc
Count or Density 1: 2.07 g/cc
Count or Density 2: 2.03 g/cc
Count or Density 3: 2.15 g/cc
Count or Density 4: 2.1 g/cc
Count or Density 5: 2.16 g/cc
Standard Count Moisture: 635 g/cc
Moisture Count 1: 0.16 g/cc
Moisture Count 2: 0.2 g/cc
Moisture Count 3: 0.17 g/cc
Moisture Count 4: 0.14 g/cc
Moisture Count 5: 0.18 g/cc
Sum of Count or Density: 10.51 g/cc
Average of Count or Density: 2.10 g/cc
Sum of Moisture Count: 0.85 g/cc
Average of Moisture Count: 0.17 g/cc
Calculated Percent Relative Compaction: 95.1 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/18/2022