Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994966 DEA: 073255U4 EFIS: 0722000129
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-605-20.2/26
Work Description: INDIVIDUAL SLAB REPLACEMENT, COLD PLANE AC
Location Description: LOS ANGELES COUNTY IN BALDWIN PARK AND IRWINDALE FROM ROUTE 10/605 SEPARATION TO 0.2 MILE NORTH OF ROUTE 210/605 SEPARATION
Contractor Name: Peterson Chase General Engineering
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606
Resident Engineer: Steven Taing Structure Rep.: Unknown
DIME Sample ID: 2024-12-20-21
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: 12/20/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/20/2024
The quantity of what the sample constitutes: 153 SY
A brief description of the sample: NAR Class 3 Base
From where was the sample collected: Job Site
Laboratory sample identification: 24-3961
Structure unique identifier:
Structure name: Ramona Blvd MVP NB 605 on ramp from Ramona Blvd RAM B4
The fabricator/manufacturer/facility name: N/A
Source Identification (SMARA, name of Pit or Job Site): N/A
The fabricator's/manufacturer's product name for the sample: NAR Class 3 Base
The fabricator/manufacturer designation for the sample: Compaction Testing
The plant number:
A detailed description of where the material sample was collected: Jobsite
Where the material sample would have been placed if not sampled: Jobsite
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2024-12-20-21-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/03/2025
Date Tested: 12/20/2024
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: complies
Additional Comments When Verified:
|
Standard Count Density
|
2480 g/cc
|
|
Count or Density 1
|
689 g/cc
|
|
Count or Density 2
|
624 g/cc
|
|
Count or Density 3
|
627 g/cc
|
|
Standard Count Moisture
|
779 g/cc
|
|
Moisture Count 1
|
199 g/cc
|
|
Moisture Count 2
|
207 g/cc
|
|
Moisture Count 3
|
192 g/cc
|
|
Sum of Count or Density
|
1940 g/cc
|
|
Average of Count or Density
|
646.67 g/cc
|
|
Sum of Moisture Count
|
598 g/cc
|
|
Average of Moisture Count
|
199.33 g/cc
|
|
Calculated Percent Relative Compaction
|
98.1 %
|
|
Reported Percent Relative Compaction
|
98 %
|
DIME Test ID: 2024-12-20-21-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/03/2025
Date Tested: 12/20/2024
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: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.1
|
|
Highest adjust wet density
|
2.14
|
|
Relative compaction
|
98
|
|
% Moisture
|
11.1 %
|
|
Optimum Moisture
|
12.6 %
|
