Sample Record for 2022-11-18-60
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
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
Sample Information
DIME Sample ID: 2022-11-18-60
TL Number from the TL Form:
Sample Submitted By Organization: Alta Vista Solutions - Whittier
Sample Organization Contact: (510) 542-9827
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 11/18/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/18/2022
The quantity of what the sample constitutes: 15900 square feet
A brief description of the sample: Aggregate
From where was the sample collected: Job Site
Laboratory sample identification: 22-3088
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: n/a
Material Information
Source Identification (SMARA, name of Pit or Job Site): n/a
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:
Test Results
Test 1 of 3
DIME Test ID: 2022-11-18-60-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Submitted By Organization: Alta Vista Solutions - Whittier
Organization Address: 12409 Slauson Avenue, Suite I,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90606
Organization Email: nhoffmann@altavistasolutions.com
Organization Phone: (510) 542-9827
This test has been superseded on 12/14/2022. The corrected test ID is: 2022-11-18-60-3
Reason: corrected
Test 2 of 3
DIME Test ID: 2022-11-18-60-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 12/12/2022
Date Tested: 11/18/2022
Submitted By Organization: Alta Vista Solutions - Whittier
Organization Address: 12409 Slauson Avenue, Suite I,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90606
Organization Email: nicholas.hoffmann@oneatlas.com
Organization Phone: (510) 542-9827
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.18
|
|
Highest adjust wet density
|
2.24
|
|
Relative compaction
|
97
|
|
% Moisture
|
10.1 %
|
|
Optimum Moisture
|
12.1 %
|
Test 3 of 3
DIME Test ID: 2022-11-18-60-3
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 12/14/2022
Date Tested: 11/18/2022
Submitted By Organization: Alta Vista Solutions - Whittier
Organization Address: 12409 Slauson Avenue, Suite I,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90606
Organization Email: nicholas.hoffmann@oneatlas.com
Organization Phone: (510) 542-9827
General Comments for this Test:
The test was superseded from test ID: 2022-11-18-60-1
Test Result Compliance:
Additional Comments When Verified:
|
Sum of Count or Density
|
2161 g/cc
|
|
Average of Count or Density
|
432 g/cc
|
|
Sum of Moisture Count
|
840 g/cc
|
|
Average of Moisture Count
|
168 g/cc
|
|
Count Ratio Density
|
2.18
|
|
Count Ratio Moisture
|
0.2
|
|
Calculated Percent Relative Compaction
|
97.3 %
|
|
Reported Percent Relative Compaction
|
97 %
|
