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: 2023-01-13-3
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: Aggregate
Sample Taken Date: 01/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 01/13/2023
The quantity of what the sample constitutes: 4860 SF
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 23-0035
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA
Source Identification (SMARA, name of Pit or Job Site): NA
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: CTM 231 Test Holes
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/8 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2023-01-13-3-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/13/2023
Date Tested: 01/13/2023
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:
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.17
|
|
Highest adjust wet density
|
2.24
|
|
Relative compaction
|
97
|
|
% Moisture
|
9.8 %
|
|
Optimum Moisture
|
9.8 %
|
DIME Test ID: 2023-01-13-3-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/13/2023
Date Tested: 01/13/2023
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:
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2164 g/cc
|
|
Count or Density 1
|
2.12 g/cc
|
|
Count or Density 2
|
2.21 g/cc
|
|
Count or Density 3
|
2.18 g/cc
|
|
Standard Count Moisture
|
639 g/cc
|
|
Moisture Count 1
|
0.19 g/cc
|
|
Moisture Count 2
|
0.2 g/cc
|
|
Moisture Count 3
|
0.19 g/cc
|
|
Sum of Count or Density
|
6.51 g/cc
|
|
Average of Count or Density
|
2.17 g/cc
|
|
Sum of Moisture Count
|
0.58 g/cc
|
|
Average of Moisture Count
|
0.19 g/cc
|
|
Calculated Percent Relative Compaction
|
96.9 %
|
|
Reported Percent Relative Compaction
|
97 %
|
