Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
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: Department 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
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
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:
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Is oversize material
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No
|
|
In-place wet density
|
2.11
|
|
Highest adjust wet density
|
2.21
|
|
Relative compaction
|
95
|
|
% Moisture
|
no data
|
|
Optimum Moisture
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no data
|
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 %
|
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 %
|
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 %
|
