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: 2023-06-21-26
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Verification
Type of Material: Soil
Sample Taken Date: 06/21/2023
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: 2023-06-21-26-1
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: 06/21/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
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
|
1830 g/cc
|
|
Count or Density 1
|
1250 g/cc
|
|
Count or Density 2
|
1080 g/cc
|
|
Count or Density 3
|
1271 g/cc
|
|
Count or Density 4
|
1318 g/cc
|
|
Count or Density 5
|
1106 g/cc
|
|
Standard Count Moisture
|
617 g/cc
|
|
Moisture Count 1
|
56 g/cc
|
|
Moisture Count 2
|
92 g/cc
|
|
Moisture Count 3
|
54 g/cc
|
|
Moisture Count 4
|
49 g/cc
|
|
Moisture Count 5
|
49 g/cc
|
|
Sum of Count or Density
|
6025.00 g/cc
|
|
Average of Count or Density
|
1205.00 g/cc
|
|
Sum of Moisture Count
|
300.00 g/cc
|
|
Average of Moisture Count
|
60.00 g/cc
|
|
Count Ratio Density
|
0.66
|
|
Count Ratio Moisture
|
0.10
|
|
Calculated Percent Relative Compaction
|
98.5 %
|
|
Reported Percent Relative Compaction
|
99 %
|
DIME Test ID: 2023-06-21-26-2
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: 06/21/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test: Sta 137+50-144+00
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1830 g/cc
|
|
Count or Density 1
|
1289 g/cc
|
|
Count or Density 2
|
1368 g/cc
|
|
Count or Density 3
|
1211 g/cc
|
|
Count or Density 4
|
1281 g/cc
|
|
Count or Density 5
|
1258 g/cc
|
|
Standard Count Moisture
|
617 g/cc
|
|
Moisture Count 1
|
48 g/cc
|
|
Moisture Count 2
|
63 g/cc
|
|
Moisture Count 3
|
65 g/cc
|
|
Moisture Count 4
|
54 g/cc
|
|
Moisture Count 5
|
65 g/cc
|
|
Sum of Count or Density
|
6407.00 g/cc
|
|
Average of Count or Density
|
1281.00 g/cc
|
|
Sum of Moisture Count
|
295.00 g/cc
|
|
Average of Moisture Count
|
59.00 g/cc
|
|
Count Ratio Density
|
0.70
|
|
Count Ratio Moisture
|
0.10
|
|
Calculated Percent Relative Compaction
|
96.1 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2023-06-21-26-3
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: 06/21/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test: sta 144+00-151+00
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1830 g/cc
|
|
Count or Density 1
|
1328 g/cc
|
|
Count or Density 2
|
1176 g/cc
|
|
Count or Density 3
|
1203 g/cc
|
|
Count or Density 4
|
1281 g/cc
|
|
Count or Density 5
|
1221 g/cc
|
|
Standard Count Moisture
|
617 g/cc
|
|
Moisture Count 1
|
57 g/cc
|
|
Moisture Count 2
|
63 g/cc
|
|
Moisture Count 3
|
57 g/cc
|
|
Moisture Count 4
|
55 g/cc
|
|
Moisture Count 5
|
51 g/cc
|
|
Sum of Count or Density
|
6209.00 g/cc
|
|
Average of Count or Density
|
1242.00 g/cc
|
|
Sum of Moisture Count
|
283.00 g/cc
|
|
Average of Moisture Count
|
57.00 g/cc
|
|
Count Ratio Density
|
0.68
|
|
Count Ratio Moisture
|
0.09
|
|
Calculated Percent Relative Compaction
|
98 %
|
|
Reported Percent Relative Compaction
|
98 %
|
DIME Test ID: 2023-06-21-26-4
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/23/2023
Date Tested: 06/21/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test: sta 167+45-171+45
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1830 g/cc
|
|
Count or Density 1
|
1082 g/cc
|
|
Count or Density 2
|
1325 g/cc
|
|
Count or Density 3
|
1197 g/cc
|
|
Count or Density 4
|
1156 g/cc
|
|
Count or Density 5
|
1325 g/cc
|
|
Standard Count Moisture
|
617 g/cc
|
|
Moisture Count 1
|
100 g/cc
|
|
Moisture Count 2
|
52 g/cc
|
|
Moisture Count 3
|
82 g/cc
|
|
Moisture Count 4
|
58 g/cc
|
|
Moisture Count 5
|
75 g/cc
|
|
Sum of Count or Density
|
6085.00 g/cc
|
|
Average of Count or Density
|
1217.00 g/cc
|
|
Sum of Moisture Count
|
367.00 g/cc
|
|
Average of Moisture Count
|
73.00 g/cc
|
|
Count Ratio Density
|
0.67
|
|
Count Ratio Moisture
|
0.12
|
|
Calculated Percent Relative Compaction
|
97 %
|
|
Reported Percent Relative Compaction
|
97 %
|
DIME Test ID: 2023-06-21-26-5
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: 06/21/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test: STA 171+45-175+45
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1830 g/cc
|
|
Count or Density 1
|
1301 g/cc
|
|
Count or Density 2
|
1200 g/cc
|
|
Count or Density 3
|
1420 g/cc
|
|
Count or Density 4
|
1080 g/cc
|
|
Count or Density 5
|
1468 g/cc
|
|
Standard Count Moisture
|
617 g/cc
|
|
Moisture Count 1
|
47 g/cc
|
|
Moisture Count 2
|
61 g/cc
|
|
Moisture Count 3
|
42 g/cc
|
|
Moisture Count 4
|
69 g/cc
|
|
Moisture Count 5
|
56 g/cc
|
|
Sum of Count or Density
|
6469.00 g/cc
|
|
Average of Count or Density
|
1294.00 g/cc
|
|
Sum of Moisture Count
|
275.00 g/cc
|
|
Average of Moisture Count
|
55.00 g/cc
|
|
Count Ratio Density
|
0.71
|
|
Count Ratio Moisture
|
0.09
|
|
Calculated Percent Relative Compaction
|
96.5 %
|
|
Reported Percent Relative Compaction
|
97 %
|
DIME Test ID: 2023-06-21-26-6
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: 06/21/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test: STA 175+45-179+45
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1830 g/cc
|
|
Count or Density 1
|
1211 g/cc
|
|
Count or Density 2
|
1347 g/cc
|
|
Count or Density 3
|
1258 g/cc
|
|
Count or Density 4
|
1242 g/cc
|
|
Count or Density 5
|
1156 g/cc
|
|
Standard Count Moisture
|
617 g/cc
|
|
Moisture Count 1
|
60 g/cc
|
|
Moisture Count 2
|
49 g/cc
|
|
Moisture Count 3
|
86 g/cc
|
|
Moisture Count 4
|
82 g/cc
|
|
Moisture Count 5
|
77 g/cc
|
|
Sum of Count or Density
|
6214.00 g/cc
|
|
Average of Count or Density
|
1243.00 g/cc
|
|
Sum of Moisture Count
|
354.00 g/cc
|
|
Average of Moisture Count
|
71.00 g/cc
|
|
Count Ratio Density
|
0.68
|
|
Count Ratio Moisture
|
0.12
|
|
Calculated Percent Relative Compaction
|
96.5 %
|
|
Reported Percent Relative Compaction
|
97 %
|
DIME Test ID: 2023-06-21-26-7
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: 06/21/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test: STA 176+45-183+45
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1830 g/cc
|
|
Count or Density 1
|
1290 g/cc
|
|
Count or Density 2
|
1304 g/cc
|
|
Count or Density 3
|
1260 g/cc
|
|
Count or Density 4
|
1406 g/cc
|
|
Count or Density 5
|
1189 g/cc
|
|
Standard Count Moisture
|
617 g/cc
|
|
Moisture Count 1
|
75 g/cc
|
|
Moisture Count 2
|
65 g/cc
|
|
Moisture Count 3
|
75 g/cc
|
|
Moisture Count 4
|
63 g/cc
|
|
Moisture Count 5
|
63 g/cc
|
|
Sum of Count or Density
|
6449.00 g/cc
|
|
Average of Count or Density
|
1290.00 g/cc
|
|
Sum of Moisture Count
|
341.00 g/cc
|
|
Average of Moisture Count
|
68.00 g/cc
|
|
Count Ratio Density
|
0.70
|
|
Count Ratio Moisture
|
0.11
|
|
Calculated Percent Relative Compaction
|
95.5 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2023-06-21-26-8
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: 06/21/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test: STA 183+45-187+45
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1830 g/cc
|
|
Count or Density 1
|
1470 g/cc
|
|
Count or Density 2
|
1463 g/cc
|
|
Count or Density 3
|
1303 g/cc
|
|
Count or Density 4
|
1356 g/cc
|
|
Count or Density 5
|
1279 g/cc
|
|
Standard Count Moisture
|
617 g/cc
|
|
Moisture Count 1
|
53 g/cc
|
|
Moisture Count 2
|
56 g/cc
|
|
Moisture Count 3
|
59 g/cc
|
|
Moisture Count 4
|
86 g/cc
|
|
Moisture Count 5
|
76 g/cc
|
|
Sum of Count or Density
|
6871.00 g/cc
|
|
Average of Count or Density
|
1374.00 g/cc
|
|
Sum of Moisture Count
|
330.00 g/cc
|
|
Average of Moisture Count
|
66.00 g/cc
|
|
Count Ratio Density
|
0.75
|
|
Count Ratio Moisture
|
0.11
|
|
Calculated Percent Relative Compaction
|
96 %
|
|
Reported Percent Relative Compaction
|
96 %
|
