Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
DEA: No Project
QA Service Level:
DIST-CO-RTE-PM: ---
Work Description: Special project identifier for material not associated with a project
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2026-10-05-35
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Sample Organization Contact: (915) 296-1892
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 10/05/2026
Date that the sample was received by the laboratory/organization performing the testing: 10/07/2026
The quantity of what the sample constitutes: 5
A brief description of the sample: density, nuclear gauge readings
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Contractor
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: onsite, nuclear gauge readings
Where the material sample would have been placed if not sampled:
DIME Test ID: 2026-10-05-35-1
Test Method: CTM 231-June 2026: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Standard Nuclear Density Gauges or Low-Activity Nuclear Density Gauges (Low-Activity Nuclear Density Gauge)
Verified Date: 10/21/2026
Date Tested: 10/21/2026
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of Tests:
|
5
|
|
Gage No.
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012345
|
|
Test No.
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1
|
|
Depth
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8 in
|
|
Material from
|
onsite
|
|
Material type
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AB2
|
|
Impact test performed by
|
John O'Maral
|
|
Impact date
|
10/21/2026
|
|
Average Density
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2.21 g/cc
|
|
Wet Density or Adjusted Density
|
2.5 g/cc
|
|
Percent Relative Compaction
|
88 %
|
DIME Test ID: 2026-10-05-35-9
Test Method: CTM 231-June 2026: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Standard Nuclear Density Gauges or Low-Activity Nuclear Density Gauges (Low-Activity Nuclear Density Gauge)
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
Data has not been verified.
DIME Test ID: 2026-10-05-35-11
Test Method: CTM 231-June 2026: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Standard Nuclear Density Gauges or Low-Activity Nuclear Density Gauges (Low-Activity Nuclear Density Gauge)
Verified Date: 10/21/2026
Date Tested: 10/20/2026
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of Tests:
|
5
|
|
Gage No.
|
012345
|
|
Test No.
|
1
|
|
Depth
|
8 in
|
|
Material from
|
onsite
|
|
Material type
|
AB2
|
|
Impact test performed by
|
John O'Maral
|
|
Impact date
|
10/21/2026
|
|
Average Density
|
2.21 g/cc
|
|
Wet Density or Adjusted Density
|
2.5 g/cc
|
|
Percent Relative Compaction
|
88 %
|
DIME Test ID: 2026-10-05-35-12
Test Method: CTM 231-June 2026: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Standard Nuclear Density Gauges or Low-Activity Nuclear Density Gauges (Standard Nuclear Density Gauge)
Verified Date: 10/22/2026
Date Tested: 10/20/2026
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
51320 g/cc
|
|
Count or Density 1
|
23196 g/cc
|
|
Count or Density 2
|
23277 g/cc
|
|
Count or Density 3
|
23156 g/cc
|
|
Count or Density 4
|
23259 g/cc
|
|
Count or Density 5
|
23185 g/cc
|
|
Standard Count Moisture
|
11620 g/cc
|
|
Moisture Count 1
|
2089 g/cc
|
|
Moisture Count 2
|
2067 g/cc
|
|
Moisture Count 3
|
2110 g/cc
|
|
Moisture Count 4
|
2071 g/cc
|
|
Moisture Count 5
|
2063 g/cc
|
|
Sum of Count or Density
|
116073 g/cc
|
|
Average of Count or Density
|
23214.6 g/cc
|
|
Sum of Moisture Count
|
10400 g/cc
|
|
Average of Moisture Count
|
2080 g/cc
|
|
Calculated Percent Relative Compaction
|
89.2 %
|
|
Reported Percent Relative Compaction
|
89 %
|
DIME Test ID: 2026-10-05-35-13
Test Method: CTM 231-June 2026: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Standard Nuclear Density Gauges or Low-Activity Nuclear Density Gauges (Standard Nuclear Density Gauge)
Verified Date: 10/22/2026
Date Tested: 10/20/2026
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Sum of Count or Density
|
116073 g/cc
|
|
Average of Count or Density
|
23215 g/cc
|
|
Sum of Moisture Count
|
10400 g/cc
|
|
Average of Moisture Count
|
2080 g/cc
|
|
Calculated Percent Relative Compaction
|
89.2 %
|
|
Reported Percent Relative Compaction
|
88 %
|