Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993418 DEA: 07324404 EFIS: 0716000077
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-22-0.0/1.5
Work Description: PLACE RHMA-G AND MODIFY SIGNAL AND LIGHTING SYSTEM.
Location Description: LOS ANGELES COUNTY IN LONG BEACH FROM ROUTE 1 TO SAN GABRIEL RIVER UNDERCROSSING
Contractor Name: Sulley Miller Contracting Co.
Contractor Address: 135 S. State College Blvd. Suite 400, Brea, CA 92821
Resident Engineer: Thang Ton Structure Rep.: Unknown
DIME Sample ID: 2022-08-13-2
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: 08/13/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/13/2022
The quantity of what the sample constitutes: 3273.9 sqft
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 22-2126
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: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2022-08-13-2-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/13/2022
Date Tested: 08/13/2022
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:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
1.98
|
|
Highest adjust wet density
|
2.17
|
|
Relative compaction
|
91
|
|
% Moisture
|
13.1 %
|
|
Optimum Moisture
|
11.1 %
|
DIME Test ID: 2022-08-13-2-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/13/2022
Date Tested: 08/13/2022
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:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Standard Count Density
|
2184 g/cc
|
|
Count or Density 1
|
1.96 g/cc
|
|
Count or Density 2
|
2 g/cc
|
|
Count or Density 3
|
1.98 g/cc
|
|
Standard Count Moisture
|
635 g/cc
|
|
Moisture Count 1
|
0.22 g/cc
|
|
Moisture Count 2
|
0.24 g/cc
|
|
Moisture Count 3
|
0.23 g/cc
|
|
Sum of Count or Density
|
5.94 g/cc
|
|
Average of Count or Density
|
1.98 g/cc
|
|
Sum of Moisture Count
|
0.69 g/cc
|
|
Average of Moisture Count
|
0.23 g/cc
|
|
Calculated Percent Relative Compaction
|
91.2 %
|
|
Reported Percent Relative Compaction
|
91 %
|
