Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215348 DEA: 060U4204 EFIS: 0616000004
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-99-R4.9/11.6
Work Description: CONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION.
Location Description: FRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Rd. Suite 200, Westlake Village CA 91361
Resident Engineer: Chris Wilfong Structure Rep.: Unknown
DIME Sample ID: 2023-06-22-21
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Verification
Type of Material: Soil
Sample Taken Date: 06/22/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/21/2023
The quantity of what the sample constitutes: 2000 SQYD
A brief description of the sample: Native soil
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Jobsite
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: Roadway
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-06-22-21-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/23/2023
Date Tested: 06/22/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test: Sta 187+45-191+45
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1847 g/cc
|
|
Count or Density 1
|
1124 g/cc
|
|
Count or Density 2
|
1269 g/cc
|
|
Count or Density 3
|
1344 g/cc
|
|
Count or Density 4
|
1314 g/cc
|
|
Count or Density 5
|
1218 g/cc
|
|
Standard Count Moisture
|
616 g/cc
|
|
Moisture Count 1
|
63 g/cc
|
|
Moisture Count 2
|
59 g/cc
|
|
Moisture Count 3
|
52 g/cc
|
|
Moisture Count 4
|
59 g/cc
|
|
Moisture Count 5
|
60 g/cc
|
|
Sum of Count or Density
|
6269 g/cc
|
|
Average of Count or Density
|
1254 g/cc
|
|
Sum of Moisture Count
|
293 g/cc
|
|
Average of Moisture Count
|
59 g/cc
|
|
Count Ratio Density
|
0.68
|
|
Count Ratio Moisture
|
0.1
|
|
Calculated Percent Relative Compaction
|
97.5 %
|
|
Reported Percent Relative Compaction
|
98 %
|
DIME Test ID: 2023-06-22-21-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/23/2023
Date Tested: 06/22/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test: STA 191+45-195+45
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1847 g/cc
|
|
Count or Density 1
|
1136 g/cc
|
|
Count or Density 2
|
1209 g/cc
|
|
Count or Density 3
|
1327 g/cc
|
|
Count or Density 4
|
1426 g/cc
|
|
Count or Density 5
|
1293 g/cc
|
|
Standard Count Moisture
|
616 g/cc
|
|
Moisture Count 1
|
68 g/cc
|
|
Moisture Count 2
|
56 g/cc
|
|
Moisture Count 3
|
49 g/cc
|
|
Moisture Count 4
|
63 g/cc
|
|
Moisture Count 5
|
49 g/cc
|
|
Sum of Count or Density
|
6391 g/cc
|
|
Average of Count or Density
|
1278 g/cc
|
|
Sum of Moisture Count
|
285 g/cc
|
|
Average of Moisture Count
|
57 g/cc
|
|
Count Ratio Density
|
0.69
|
|
Count Ratio Moisture
|
0.09
|
|
Calculated Percent Relative Compaction
|
97 %
|
|
Reported Percent Relative Compaction
|
97 %
|
DIME Test ID: 2023-06-22-21-3
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/23/2023
Date Tested: 06/22/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1847 g/cc
|
|
Count or Density 1
|
1294 g/cc
|
|
Count or Density 2
|
1306 g/cc
|
|
Count or Density 3
|
1266 g/cc
|
|
Count or Density 4
|
1381 g/cc
|
|
Count or Density 5
|
1380 g/cc
|
|
Standard Count Moisture
|
616 g/cc
|
|
Moisture Count 1
|
73 g/cc
|
|
Moisture Count 2
|
64 g/cc
|
|
Moisture Count 3
|
54 g/cc
|
|
Moisture Count 4
|
49 g/cc
|
|
Moisture Count 5
|
61 g/cc
|
|
Sum of Count or Density
|
6627 g/cc
|
|
Average of Count or Density
|
1325 g/cc
|
|
Sum of Moisture Count
|
301 g/cc
|
|
Average of Moisture Count
|
60 g/cc
|
|
Count Ratio Density
|
0.72
|
|
Count Ratio Moisture
|
0.1
|
|
Calculated Percent Relative Compaction
|
96 %
|
|
Reported Percent Relative Compaction
|
96 %
|
