Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993141 DEA: 060V1204 EFIS: 0616000207
QA Service Level: 1
DIST-CO-RTE-PM: 06-MAD-99-R6.9/R7.6
Work Description: Cottonwood Creek Bridge Replacement - REPLACE BRIDGES AND CONSTRUCT RETAINING WALLS.
Location Description: MADERA COUNTY NEAR MADERA FROM 0.4 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO 0.1 MILE NORTH OF AVENUE 12 OVERCROSSING
Contractor Name: Security Paving Company, Inc.
Contractor Address: 3075 Townsgate Road, Westlake Village CA 91361
Resident Engineer: Din Dadawalla Structure Rep.: Ye Yang
DIME Sample ID: 2023-03-27-28
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Department Acceptance
Type of Material: Soil
Sample Taken Date: 03/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/27/2023
The quantity of what the sample constitutes: 2000 SQYD
A brief description of the sample: Detour sub base
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Native Material
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: Detour
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-03-27-28-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/30/2023
Date Tested: 03/27/2023
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: Max = 2.24
Test Result Compliance: complies
Additional Comments When Verified:
Sum of Count or Density
|
5000.00 g/cc
|
Average of Count or Density
|
1000.00 g/cc
|
Sum of Moisture Count
|
750.00 g/cc
|
Average of Moisture Count
|
150.00 g/cc
|
Count Ratio Density
|
0.50
|
Count Ratio Moisture
|
0.24
|
Calculated Percent Relative Compaction
|
97.7 %
|
Reported Percent Relative Compaction
|
98 %
|