Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993664 DEA: 073311U4 EFIS: 0719000098
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-23,101-R3.3/R3.7,0.2/40.8
Work Description: CONSTRUCT GUARDRAILS AND CONCRETE BARRIER.
Location Description: VENTURA COUNTY IN THOUSAND OAKS, CAMARILLO, OXNARD AND VENTURA ON ROUTE 101 FROM THE LOS ANGELES /VENTURA COUNTY LINE TO OLD PACIFIC COAST HIGHWAY AND ON ROUTE 23 FROM ROUTE 23/101 SEPARATION TO HILLCREST DRIVE
Contractor Name: Peterson Chase General Engineering
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606
Resident Engineer: Alfred Ira Structure Rep.: Unknown
DIME Sample ID: 2023-04-28-7
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: Department Acceptance
Type of Material: Soil
Sample Taken Date: 04/28/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/28/2023
The quantity of what the sample constitutes: 1600 SF
A brief description of the sample: Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 23-0513
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
The fabricator's/manufacturer's product name for the sample: Subgrade
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Various locations
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-04-28-7-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/28/2023
Date Tested: 04/28/2023
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: SB US-101 On-Ramp Loop
Ventu Park
MVP Loc 58
Sta. 29+68 to Sta. 30+68
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2335 g/cc
|
|
Count or Density 1
|
2.07 g/cc
|
|
Count or Density 2
|
1.87 g/cc
|
|
Count or Density 3
|
1.96 g/cc
|
|
Standard Count Moisture
|
648 g/cc
|
|
Moisture Count 1
|
0.19 g/cc
|
|
Moisture Count 2
|
0.26 g/cc
|
|
Moisture Count 3
|
0.14 g/cc
|
|
Sum of Count or Density
|
5.9 g/cc
|
|
Average of Count or Density
|
1.97 g/cc
|
|
Sum of Moisture Count
|
0.59 g/cc
|
|
Average of Moisture Count
|
0.2 g/cc
|
|
Calculated Percent Relative Compaction
|
87.8 %
|
|
Reported Percent Relative Compaction
|
88 %
|
DIME Test ID: 2023-04-28-7-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/28/2023
Date Tested: 04/28/2023
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: SB US-101 On-Ramp Loop
Ventu Park
MVP Loc 58
Sta. 29+68 to Sta. 30+68
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
1.97
|
|
Highest adjust wet density
|
2.24
|
|
Relative compaction
|
88
|
|
% Moisture
|
11.1 %
|
|
Optimum Moisture
|
no data
|
