Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214573 DEA: 073096U4 EFIS: 0719000091
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210-R0.0/R9.7
Work Description: PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
Contractor Name: FLATIRON WEST INC
Contractor Address: 15335 FAIRFIELD RANCH ROAD, CHINO HILLS, CA 91709
Resident Engineer: Ridwan Salman Structure Rep.: Adriana Pimienta
DIME Sample ID: 2022-01-26-4
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: Soil
Sample Taken Date: 01/26/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/26/2022
The quantity of what the sample constitutes: 23 CY
A brief description of the sample: Soils for Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 22-0115
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Flat Iron
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: From Various Location at Subgrade
Where the material sample would have been placed if not sampled:
DIME Test ID: 2022-01-26-4-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/26/2022
Date Tested: 01/26/2022
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: Sta 126+44 To Sta 127+30 MVP#5 at EB Rte 210 Roxford On Ramp
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.11
|
|
Highest adjust wet density
|
2.3
|
|
Relative compaction
|
92
|
|
% Moisture
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no data
|
|
Optimum Moisture
|
no data
|
DIME Test ID: 2022-01-26-4-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/26/2022
Date Tested: 01/26/2022
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: Sta 136+44 To Sta 127+30 MVP #5 at EB Rte 210 Roxford On Ramp
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Standard Count Density
|
2279 g/cc
|
|
Count or Density 1
|
2.12 g/cc
|
|
Count or Density 2
|
2.15 g/cc
|
|
Count or Density 3
|
2.05 g/cc
|
|
Standard Count Moisture
|
591 g/cc
|
|
Moisture Count 1
|
0.13 g/cc
|
|
Moisture Count 2
|
0.15 g/cc
|
|
Moisture Count 3
|
0.12 g/cc
|
|
Sum of Count or Density
|
6.32 g/cc
|
|
Average of Count or Density
|
2.11 g/cc
|
|
Sum of Moisture Count
|
0.40 g/cc
|
|
Average of Moisture Count
|
0.13 g/cc
|
|
Calculated Percent Relative Compaction
|
91.6 %
|
|
Reported Percent Relative Compaction
|
92 %
|
