Sample Record for 2025-01-28-14
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993387 DEA: 07323404 EFIS: 0716000064
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-R59.5/R67.9
Work Description: PLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY INC
Contractor Address: 13170 TELEFAIR AVE, SYLMAR, CA 91342
Resident Engineer: Oscar Osorio Structure Rep.: Chanh Tong
Sample Information
DIME Sample ID: 2025-01-28-14
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: 01/28/2025
Date that the sample was received by the laboratory/organization performing the testing: 01/28/2025
The quantity of what the sample constitutes: 431 SY
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 25-0378
Structure unique identifier:
Structure name: SB I-5 @ Starion 3337+50 to Station 3339+50 Shoulder
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: 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:
Test Results
Test 1 of 2
DIME Test ID: 2025-01-28-14-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/31/2025
Date Tested: 01/28/2025
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
|
2945 g/cc
|
|
Count or Density 1
|
1964 g/cc
|
|
Count or Density 2
|
1604 g/cc
|
|
Count or Density 3
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1618 g/cc
|
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Standard Count Moisture
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1074 g/cc
|
|
Moisture Count 1
|
364 g/cc
|
|
Moisture Count 2
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360 g/cc
|
|
Moisture Count 3
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369 g/cc
|
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Sum of Count or Density
|
5186 g/cc
|
|
Average of Count or Density
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1728.67 g/cc
|
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Sum of Moisture Count
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1093 g/cc
|
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Average of Moisture Count
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364.33 g/cc
|
|
Calculated Percent Relative Compaction
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96.3 %
|
|
Reported Percent Relative Compaction
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96 %
|
Test 2 of 2
DIME Test ID: 2025-01-28-14-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/31/2025
Date Tested: 01/28/2025
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:
Additional Comments When Verified:
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Is oversize material
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No
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|
In-place wet density
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2.11
|
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Highest adjust wet density
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2.19
|
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Relative compaction
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96
|
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% Moisture
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14.1 %
|
|
Optimum Moisture
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12.6 %
|