Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214697 DEA: 07307104 EFIS: 0714000213
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-32.8
Work Description: CONSTRUCT BRIDGE.
Location Description: LOS ANGELES COUNTY IN AND NEAR AGOURA HILLS FROM 0.1 MILE WEST OF LIBERTY CANYON ROAD UNDERCROSSING TO 0.6 MILE EAST OF PALO COMADO OVERCROSSING
Contractor Name: CA Rasmussen
Contractor Address: 28548 LIVINGSTON AVENUE, VALENICA CA 91355
Resident Engineer: Sam Toutounchian Structure Rep.: Darwin Vargas
DIME Sample ID: 2024-11-26-32
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: 11/26/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/26/2024
The quantity of what the sample constitutes: 280 SY
A brief description of the sample: Embankment
From where was the sample collected: Job Site
Laboratory sample identification: 24-3658
Structure unique identifier:
Structure name: Behind Abutment 1
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: Embankment
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: 2024-11-26-32-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 12/06/2024
Date Tested: 11/26/2024
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: does not comply
Additional Comments When Verified:
|
Standard Count Density
|
2955 g/cc
|
|
Count or Density 1
|
852 g/cc
|
|
Count or Density 2
|
770 g/cc
|
|
Count or Density 3
|
767 g/cc
|
|
Standard Count Moisture
|
1076 g/cc
|
|
Moisture Count 1
|
366 g/cc
|
|
Moisture Count 2
|
351 g/cc
|
|
Moisture Count 3
|
332 g/cc
|
|
Sum of Count or Density
|
2389 g/cc
|
|
Average of Count or Density
|
796.33 g/cc
|
|
Sum of Moisture Count
|
1049 g/cc
|
|
Average of Moisture Count
|
349.67 g/cc
|
|
Calculated Percent Relative Compaction
|
93.7 %
|
|
Reported Percent Relative Compaction
|
94 %
|
DIME Test ID: 2024-11-26-32-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 12/06/2024
Date Tested: 11/26/2024
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: does not comply
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.07
|
|
Highest adjust wet density
|
2.21
|
|
Relative compaction
|
94
|
|
% Moisture
|
13.7 %
|
|
Optimum Moisture
|
13.5 %
|
