Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994191 DEA: 081G8304 EFIS: 0816000079
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R100.8/R101.8
Work Description: HMA, STRUCTURAL CONC, BAR REINFORCING STEEL, CRSP & IMPORTED BORROW.
Location Description: SAN BERNARDINO COUNTY AT ESSEX FROM 1.1 MILES EAST OF ESSEX ROAD OVERCROSSING TO 0.5 MILE EAST OF HALFWAY HILLS WASH BRIDGE
Contractor Name: SKANSKA USA CIVIL WEST CALIFORNIA DISTRICT INC.
Contractor Address: 1995 Agua Mansa Rd, Riverside, CA 92509
Resident Engineer: Anthony Doan Structure Rep.: Jegbefume Adodo
DIME Sample ID: 2023-07-31-43
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Sample Organization Contact: (760) 252-9216
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 07/31/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/31/2023
The quantity of what the sample constitutes: 18000 SQFT
A brief description of the sample: CTM231 TEST 01
From where was the sample collected: Job Site
Laboratory sample identification: 07312023 TEST 01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: skanska civil west
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: AT THE JOBSITE
Where the material sample would have been placed if not sampled:
DIME Test ID: 2023-07-31-43-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/07/2023
Date Tested: 07/31/2023
Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1778 g/cc
|
|
Count or Density 1
|
1469 g/cc
|
|
Count or Density 2
|
1400 g/cc
|
|
Count or Density 3
|
1594 g/cc
|
|
Count or Density 4
|
1451 g/cc
|
|
Count or Density 5
|
1637 g/cc
|
|
Standard Count Moisture
|
743 g/cc
|
|
Moisture Count 1
|
148 g/cc
|
|
Moisture Count 2
|
108 g/cc
|
|
Moisture Count 3
|
92 g/cc
|
|
Moisture Count 4
|
114 g/cc
|
|
Moisture Count 5
|
88 g/cc
|
|
Sum of Count or Density
|
7551.00 g/cc
|
|
Average of Count or Density
|
1510.00 g/cc
|
|
Sum of Moisture Count
|
550.00 g/cc
|
|
Average of Moisture Count
|
110.00 g/cc
|
|
Count Ratio Density
|
0.85
|
|
Count Ratio Moisture
|
0.15
|
|
Calculated Percent Relative Compaction
|
96.8 %
|
|
Reported Percent Relative Compaction
|
97 %
|
DIME Test ID: 2023-07-31-43-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/07/2023
Date Tested: 07/31/2023
Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.12
|
|
Highest adjust wet density
|
2.19
|
|
Relative compaction
|
97
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
1.0 %
|
