Sample Record for 2024-08-08-95
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
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
Sample Information
DIME Sample ID: 2024-08-08-95
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: 08/08/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/08/2024
The quantity of what the sample constitutes: less than 1000 sq. yd.
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 24-2451
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: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 2
DIME Test ID: 2024-08-08-95-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/29/2024
Date Tested: 08/08/2024
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
|
2440 g/cc
|
|
Count or Density 1
|
679 g/cc
|
|
Count or Density 2
|
628 g/cc
|
|
Count or Density 3
|
640 g/cc
|
|
Standard Count Moisture
|
770 g/cc
|
|
Moisture Count 1
|
219 g/cc
|
|
Moisture Count 2
|
192 g/cc
|
|
Moisture Count 3
|
251 g/cc
|
|
Sum of Count or Density
|
1947 g/cc
|
|
Average of Count or Density
|
649 g/cc
|
|
Sum of Moisture Count
|
662 g/cc
|
|
Average of Moisture Count
|
220.67 g/cc
|
|
Calculated Percent Relative Compaction
|
no data
|
|
Reported Percent Relative Compaction
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no data
|
Test 2 of 2
DIME Test ID: 2024-08-08-95-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/29/2024
Date Tested: 08/08/2024
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
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No
|
|
In-place wet density
|
2.09
|
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Highest adjust wet density
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2.15
|
|
Relative compaction
|
97
|
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% Moisture
|
no data
|
|
Optimum Moisture
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no data
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