Sample Record for 2024-05-01-39
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214649 DEA: 07316004 EFIS: 0715000194
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-14-60.70
Work Description: REHABILITATION FOR THE ON/OFF RAMPS AND ADJACENT SHOULDERS. UPGRADING METAL BEAM GUARDRAILS, AC DIKES, SIGN PANELS, CURB RAMPS, TRAFFIC LOOPS DETECTORS, AND SOME OTHER HIGHWAY APPURTENANCES.
Location Description: ROUTE 14 FROM PALMDALE BLVD TO KERN COUNTRY LINE.
Contractor Name: Guy F. Atkinson Construction LLC
Contractor Address: 18201 Von Karman Ave, Suite 800, Irvine, CA 92612
Resident Engineer: James Shih Structure Rep.: George Boules
Sample Information
DIME Sample ID: 2024-05-01-39
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: 05/01/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/01/2024
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: Native Soil
From where was the sample collected: Source
Laboratory sample identification: 24-0846
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 2
DIME Test ID: 2024-05-01-39-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/02/2024
Date Tested: 05/01/2024
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:
Additional Comments When Verified:
Standard Count Density
|
2995 g/cc
|
Count or Density 1
|
3555 g/cc
|
Count or Density 2
|
3910 g/cc
|
Count or Density 3
|
3625 g/cc
|
Count or Density 4
|
3459 g/cc
|
Count or Density 5
|
3497 g/cc
|
Standard Count Moisture
|
1069 g/cc
|
Moisture Count 1
|
316 g/cc
|
Moisture Count 2
|
290 g/cc
|
Moisture Count 3
|
322 g/cc
|
Moisture Count 4
|
300 g/cc
|
Moisture Count 5
|
307 g/cc
|
Sum of Count or Density
|
18046.00 g/cc
|
Average of Count or Density
|
3609.20 g/cc
|
Sum of Moisture Count
|
1535.00 g/cc
|
Average of Moisture Count
|
307.00 g/cc
|
Calculated Percent Relative Compaction
|
97.5 %
|
Reported Percent Relative Compaction
|
98 %
|
Test 2 of 2
DIME Test ID: 2024-05-01-39-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 05/02/2024
Date Tested: 05/01/2024
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:
Additional Comments When Verified:
Is oversize material
|
No
|
In-place wet density
|
1.98
|
Highest adjust wet density
|
2.03
|
Relative compaction
|
98
|
% Moisture
|
no data
|
Optimum Moisture
|
no data
|