Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002508 DEA: 081R4004 EFIS: 0825000058
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-210-R32.8
Work Description: RTE 210 LUGONIA AVE UNDERCROSSING - SIDEWALK / ADA CURB RAMP / CROSSWALK, REDLANDS, SAN BERNARDINO. CONTRACT 08-1R4004, RE ALAM.
Location Description:
Contractor Name: CT&T Concrete Paving, Inc.
Contractor Address: 324 south diamond bar boulevard, Diamond Bar, CA 91765
Resident Engineer: mahfual Alam Structure Rep.: Unknown
DIME Sample ID: 2026-09-11-24
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Sample Organization Contact: 9098293350
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 09/11/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/11/2026
The quantity of what the sample constitutes: 20.2 kg
A brief description of the sample: RETEST Native Subgrade
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CTM 231 TEST LOCATION
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: Sidewalk for Lugonia Ave's Undercrossing of SR-210, Sta "A" 112+16 - 117+65
Where the material sample would have been placed if not sampled:
DIME Test ID: 2026-09-11-24-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/14/2026
Date Tested: 09/11/2026
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: james.holloway@dot.ca.gov
Organization Phone: (951) 232-8846
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1757 g/cc
|
|
Count or Density 1
|
1068 g/cc
|
|
Count or Density 2
|
1016 g/cc
|
|
Count or Density 3
|
965 g/cc
|
|
Standard Count Moisture
|
644 g/cc
|
|
Moisture Count 1
|
83 g/cc
|
|
Moisture Count 2
|
76 g/cc
|
|
Moisture Count 3
|
89 g/cc
|
|
Sum of Count or Density
|
3049 g/cc
|
|
Average of Count or Density
|
1016 g/cc
|
|
Sum of Moisture Count
|
248 g/cc
|
|
Average of Moisture Count
|
83 g/cc
|
|
Count Ratio Density
|
0.58
|
|
Count Ratio Moisture
|
0.13
|
|
Calculated Percent Relative Compaction
|
96.8 %
|
|
Reported Percent Relative Compaction
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97 %
|
DIME Test ID: 2026-09-11-24-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/14/2026
Date Tested: 09/11/2026
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: james.holloway@dot.ca.gov
Organization Phone: (951) 232-8846
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Is oversize material
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No
|
|
In-place wet density
|
2.14
|
|
Highest adjust wet density
|
2.21
|
|
Relative compaction
|
97
|
|
% Moisture
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no data
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|
Optimum Moisture
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no data
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