Print Report | Back to Sample Detail

Sample Record for 2026-09-10-5

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

DIME Sample ID: 2026-09-10-5
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: 09/10/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/10/2026
The quantity of what the sample constitutes: 25.9 kg
A brief description of the sample: 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

Material Information

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:
Test results on following page(s): 2

Test Results

Test

DIME Test ID: 2026-09-10-5-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/10/2026
Date Tested: 09/10/2026
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: does not comply
Additional Comments When Verified:
Standard Count Density 1678 g/cc
Count or Density 1 2400 g/cc
Count or Density 2 2106 g/cc
Count or Density 3 2557 g/cc
Standard Count Moisture 650 g/cc
Moisture Count 1 79 g/cc
Moisture Count 2 98 g/cc
Moisture Count 3 62 g/cc
Sum of Count or Density 7063 g/cc
Average of Count or Density 2354 g/cc
Sum of Moisture Count 239 g/cc
Average of Moisture Count 80 g/cc
Count Ratio Density 1.4
Count Ratio Moisture 0.12
Calculated Percent Relative Compaction 92.2 %
Reported Percent Relative Compaction 92 %

Test

DIME Test ID: 2026-09-10-5-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/10/2026
Date Tested: 09/10/2026
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: does not comply
Additional Comments When Verified:
Is oversize material No
In-place wet density 2
Highest adjust wet density 2.17
Relative compaction 92
% Moisture no data
Optimum Moisture no data