Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994582 DEA: 073203U4 EFIS: 0722000071
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-91,605-R16.6/R16.8,R0.0/R10.4
Work Description: PLACE CONCRETE PAVEMENT AND HIGH FRICTION SURFACE TREATMENT.
Location Description: LOS ANGELES COUNTY ON ROUTE 605 FROM 0.2 MILE NORTH OF KATELLA AVENUE UNDECROSSING TO 0.1 MILE NORTH OF TELEGRAPH ROAD UNDERCROSSING AND ON ROUTE 91 FROM 0.4 MILE WEST OF ROUTE 605 UNDERCROSSING TO 0.2 MILE WEST OF ROUTE 605 UNDERCROSSING
Contractor Name: RASMUSSEN/VANGUARD
Contractor Address: 28548 LIVINGSTON AVENUE, VALENCIA CA 91335
Resident Engineer: George Malacalza Structure Rep.: Tien Chu
DIME Sample ID: 2024-04-07-3
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: 04/07/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/07/2024
The quantity of what the sample constitutes: 768 SF
A brief description of the sample: Structural Backfill
From where was the sample collected: Job Site
Laboratory sample identification: 24-0596
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: 2024-04-07-3-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/07/2024
Date Tested: 04/07/2024
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) 817-0387
General Comments for this Test: Rte. 605 NB @ Alondra Blvd
Line 4 & 5 Approach Slab
Middle Lift
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2279 g/cc
|
|
Count or Density 1
|
2.07 g/cc
|
|
Count or Density 2
|
2.08 g/cc
|
|
Count or Density 3
|
2.13 g/cc
|
|
Standard Count Moisture
|
640 g/cc
|
|
Moisture Count 1
|
0.26 g/cc
|
|
Moisture Count 2
|
0.24 g/cc
|
|
Moisture Count 3
|
0.25 g/cc
|
|
Sum of Count or Density
|
6.28 g/cc
|
|
Average of Count or Density
|
2.09 g/cc
|
|
Sum of Moisture Count
|
0.75 g/cc
|
|
Average of Moisture Count
|
0.25 g/cc
|
|
Calculated Percent Relative Compaction
|
94.7 %
|
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2024-04-07-3-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/07/2024
Date Tested: 04/07/2024
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) 817-0387
General Comments for this Test: Rte. 605 NB @ Alondra Blvd
Line 4 & 5 Approach Slab
Middle Lift
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.09
|
|
Highest adjust wet density
|
2.21
|
|
Relative compaction
|
95
|
|
% Moisture
|
13.6 %
|
|
Optimum Moisture
|
no data
|
