Sample Record for 2022-04-19-8
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215364 DEA: 07333204 EFIS: 0716000301
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-.8/.8
Work Description: INSTALL SOLAR PV POWERED LIGHTING SYSTEM.
Location Description: IN KERN COUNTY NEAR LEBEC AT VARIOUS LOCATIONS FROM OFF-RAMP OF NORTHBOUND REST AREA TO 0.1 MILE NORTH OF OFF-RAMP OF SOUTHBOUND REST AREA.
Contractor Name: GENUINE ENGINEERING INC
Contractor Address: 11762 De Palma Road,Suite 1C, PMB 225, Corona, CA 92883
Resident Engineer: Mohammad Khan Structure Rep.: Chanh Tong
Sample Information
DIME Sample ID: 2022-04-19-8
TL Number from the TL Form:
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 04/19/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/19/2022
The quantity of what the sample constitutes: 1260.48 sqft
A brief description of the sample: CAB
From where was the sample collected: Job Site
Laboratory sample identification: 22-0855
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
Material Information
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 collected: CTM 231 Test Holes
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 2
DIME Test ID: 2022-04-19-8-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/19/2022
Date Tested: 04/19/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is oversize material
|
No
|
In-place wet density
|
2.30
|
Highest adjust wet density
|
2.42
|
Relative compaction
|
95
|
% Moisture
|
5.8 %
|
Optimum Moisture
|
9.8 %
|
Test 2 of 2
DIME Test ID: 2022-04-19-8-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/19/2022
Date Tested: 04/19/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test: 1.5' Lift. Only top 1' can be tested.
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density
|
2179 g/cc
|
Count or Density 1
|
2.28 g/cc
|
Count or Density 2
|
2.4 g/cc
|
Count or Density 3
|
2.22 g/cc
|
Standard Count Moisture
|
633 g/cc
|
Moisture Count 1
|
0.13 g/cc
|
Moisture Count 2
|
0.14 g/cc
|
Moisture Count 3
|
0.11 g/cc
|
Sum of Count or Density
|
6.90 g/cc
|
Average of Count or Density
|
2.30 g/cc
|
Sum of Moisture Count
|
0.38 g/cc
|
Average of Moisture Count
|
0.13 g/cc
|
Calculated Percent Relative Compaction
|
95 %
|
Reported Percent Relative Compaction
|
95 %
|