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Sample Record for 2021-11-16-6

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

Project Information

Project ID: 214710 DEA: 051J4704 EFIS: 0517000184 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-135-17.3/17.6
Work Description: BUNNY AVENUE AND NORTH BROADWAY PED IMPROVEMENTS
Location Description: SANTA BARBARA COUNTY IN SANTA MARIA AT BUNNY AVENUE AND FROM ROEMER WAY TO PREISKER LANE
Contractor Name: FEC Future Contractors & Engineers, Inc
Contractor Address: 184 Technology Dr., Ste 2, Irvine, CA 92618
Resident Engineer: Thomas Petersen Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-11-16-6
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Sample Organization Contact:
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 11/16/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/18/2021
The quantity of what the sample constitutes: 139.2 sqyd
A brief description of the sample: Native Soil
From where was the sample collected: Job Site
Laboratory sample identification: 334
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Native

Material Information

The fabricator's/manufacturer's product name for the sample: Native Soil
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Roadway BR1 10600 to 10779
Where the material sample would have been placed if not sampled: Roadway BR1 10600 to 10779
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2021-11-16-6-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 11/17/2021
Date Tested: 11/16/2021
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
General Comments for this Test: Retest .1
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.11
Highest adjust wet density 2.21
Relative compaction 95
% Moisture no data
Optimum Moisture no data

Test 2 of 4

DIME Test ID: 2021-11-16-6-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/17/2021
Date Tested: 11/16/2021
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
General Comments for this Test: Retest .1
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 1744 g/cc
Count or Density 1 888 g/cc
Count or Density 2 918 g/cc
Count or Density 3 1188 g/cc
Standard Count Moisture 633 g/cc
Moisture Count 1 136 g/cc
Moisture Count 2 154 g/cc
Moisture Count 3 145 g/cc
Sum of Count or Density 2994.00 g/cc
Average of Count or Density 998.00 g/cc
Sum of Moisture Count 435.00 g/cc
Average of Moisture Count 145.00 g/cc
Count Ratio Density 0.57
Count Ratio Moisture 0.23
Calculated Percent Relative Compaction 95.4 %
Reported Percent Relative Compaction 95 %

Test 3 of 4

DIME Test ID: 2021-11-16-6-3
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/18/2021
Date Tested: 11/18/2021
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
General Comments for this Test: Common TMD 2.19. Ave H2O .21
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 1742 g/cc
Count or Density 1 993 g/cc
Count or Density 2 963 g/cc
Count or Density 3 961 g/cc
Standard Count Moisture 634 g/cc
Moisture Count 1 102 g/cc
Moisture Count 2 132 g/cc
Moisture Count 3 133 g/cc
Sum of Count or Density 2917.00 g/cc
Average of Count or Density 972.00 g/cc
Sum of Moisture Count 367.00 g/cc
Average of Moisture Count 122.00 g/cc
Count Ratio Density 0.56
Count Ratio Moisture 0.19
Calculated Percent Relative Compaction 99.5 %
Reported Percent Relative Compaction 100 %

Test 4 of 4

DIME Test ID: 2021-11-16-6-4
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/19/2021
Date Tested: 11/19/2021
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
General Comments for this Test: BR1 Sta 107+79 to 109+67.8
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density 1749 g/cc
Count or Density 1 1089 g/cc
Count or Density 2 952 g/cc
Count or Density 3 844 g/cc
Standard Count Moisture 629 g/cc
Moisture Count 1 149 g/cc
Moisture Count 2 115 g/cc
Moisture Count 3 109 g/cc
Sum of Count or Density 2885.00 g/cc
Average of Count or Density 962.00 g/cc
Sum of Moisture Count 373.00 g/cc
Average of Moisture Count 124.00 g/cc
Count Ratio Density 0.55
Count Ratio Moisture 0.20
Calculated Percent Relative Compaction 99.5 %
Reported Percent Relative Compaction 100 %