Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993387 DEA: 07323404 EFIS: 0716000064
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-R59.5/R67.9
Work Description: PLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY INC
Contractor Address: 13170 TELEFAIR AVE, SYLMAR, CA 91342
Resident Engineer: Oscar Osorio Structure Rep.: Chanh Tong
DIME Sample ID: 2024-11-09-1
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: 11/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/09/2024
The quantity of what the sample constitutes: 280 SF
A brief description of the sample: Structural Backfill
From where was the sample collected: Job Site
Laboratory sample identification: 24-3460
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
The fabricator's/manufacturer's product name for the sample: Structural Backfill
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: 2024-11-09-1-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/09/2024
Date Tested: 11/09/2024
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) 407-6963
General Comments for this Test: NB Rte. 5 Between Lake Hughes Rd & Templin Hwy
Location 9 / Phase 3 - Reinforce Box Culvert
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2121 g/cc
|
|
Count or Density 1
|
2.17 g/cc
|
|
Count or Density 2
|
2.14 g/cc
|
|
Count or Density 3
|
2.17 g/cc
|
|
Standard Count Moisture
|
597 g/cc
|
|
Moisture Count 1
|
0.17 g/cc
|
|
Moisture Count 2
|
0.17 g/cc
|
|
Moisture Count 3
|
0.15 g/cc
|
|
Sum of Count or Density
|
6.48 g/cc
|
|
Average of Count or Density
|
2.16 g/cc
|
|
Sum of Moisture Count
|
0.49 g/cc
|
|
Average of Moisture Count
|
0.16 g/cc
|
|
Calculated Percent Relative Compaction
|
94.7 %
|
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2024-11-09-1-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 11/09/2024
Date Tested: 11/09/2024
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) 407-6963
General Comments for this Test: NB Rte. 5 Between Lake Hughes Rd & Templin Hwy
Location 9 / Phase 3 - Reinforce Box Culvert
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.16
|
|
Highest adjust wet density
|
2.28
|
|
Relative compaction
|
95
|
|
% Moisture
|
8.2 %
|
|
Optimum Moisture
|
no data
|
