Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 208712 DEA: 07210600 EFIS: 0700020800 COOP: 4886
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-71-0.5-4.5
Work Description: Would add one mixed flow and one HOV lane each direction on SR 71. Caltrans and LA Metro Transportation Authority have made a joint determination to cancel procurement of this and other Accelerated Regional Transportation Improvements (ARTI) Projects.
Location Description: ON ROUTE 71 FROM ROUTE 10 TO ROUTE 60 INTERCHANGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2025-07-17-76
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: 07/17/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/17/2025
The quantity of what the sample constitutes: 1,907 SY
A brief description of the sample: Class 3 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 25-2305
Structure unique identifier:
Structure name: South Bound Between Mission blvd & Rio Ranch exit
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: Class 3 Aggregate 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: 2025-07-17-76-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/30/2025
Date Tested: 07/17/2025
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
|
1840 g/cc
|
|
Count or Density 1
|
1288 g/cc
|
|
Count or Density 2
|
1387 g/cc
|
|
Count or Density 3
|
1165 g/cc
|
|
Count or Density 4
|
1374 g/cc
|
|
Count or Density 5
|
1301 g/cc
|
|
Standard Count Moisture
|
610 g/cc
|
|
Moisture Count 1
|
89 g/cc
|
|
Moisture Count 2
|
66 g/cc
|
|
Moisture Count 3
|
71 g/cc
|
|
Moisture Count 4
|
89 g/cc
|
|
Moisture Count 5
|
103 g/cc
|
|
Sum of Count or Density
|
6515 g/cc
|
|
Average of Count or Density
|
1303 g/cc
|
|
Sum of Moisture Count
|
418 g/cc
|
|
Average of Moisture Count
|
83.6 g/cc
|
|
Calculated Percent Relative Compaction
|
94.7 %
|
|
Reported Percent Relative Compaction
|
95 %
|
DIME Test ID: 2025-07-17-76-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 07/30/2025
Date Tested: 07/17/2025
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
|
2.14
|
|
Highest adjust wet density
|
2.26
|
|
Relative compaction
|
95
|
|
% Moisture
|
4.9 %
|
|
Optimum Moisture
|
6.4 %
|
