Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993162 DEA: 07319104 EFIS: 0716000017
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-91-R11.8
Work Description: ADJUST VERTICAL CLEARANCE WITH ROADWAY EXCAVATION AND PLACE JPCP.
Location Description: LOS ANGELES COUNTY IN LONG BEACH AT NORTHBOUND ROUTE 710 TO EASTBOUND ROUTE 91 CONNECTOR
Contractor Name: RV Concrete
Contractor Address: 605 E Commercial Street, Anaheim, CA 92801
Resident Engineer: Thang Ton Structure Rep.: Unknown
DIME Sample ID: 2023-01-12-1
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: Department Acceptance
Type of Material: Soil
Sample Taken Date: 01/12/2023
Date that the sample was received by the laboratory/organization performing the testing: 01/12/2023
The quantity of what the sample constitutes: 6480 SF
A brief description of the sample: Class 3 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 23-0027
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
The fabricator's/manufacturer's product name for the sample: Class 3 Aggregate Base
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: 2023-01-12-1-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/12/2023
Date Tested: 01/12/2023
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: NB Rte. 710 to EB Rte. 91
Connector Stage 1
Sta. 80+50 to Sta. 88+60
Test Result Compliance:
Additional Comments When Verified:
Standard Count Density
|
2325 g/cc
|
Count or Density 1
|
2.16 g/cc
|
Count or Density 2
|
2.09 g/cc
|
Count or Density 3
|
2.14 g/cc
|
Standard Count Moisture
|
643 g/cc
|
Moisture Count 1
|
0.17 g/cc
|
Moisture Count 2
|
0.22 g/cc
|
Moisture Count 3
|
0.2 g/cc
|
Sum of Count or Density
|
6.39 g/cc
|
Average of Count or Density
|
2.13 g/cc
|
Sum of Moisture Count
|
0.59 g/cc
|
Average of Moisture Count
|
0.20 g/cc
|
Calculated Percent Relative Compaction
|
94.2 %
|
Reported Percent Relative Compaction
|
94 %
|
DIME Test ID: 2023-01-12-1-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/12/2023
Date Tested: 01/12/2023
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: NB Rte. 710 to EB Rte. 91
Connector Stage 1
Sta. 80+50 to Sta. 88+60
Test Result Compliance:
Additional Comments When Verified:
Is oversize material
|
No
|
In-place wet density
|
2.13
|
Highest adjust wet density
|
2.26
|
Relative compaction
|
94
|
% Moisture
|
10.2 %
|
Optimum Moisture
|
no data
|