Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995400 DEA: 072XG704 EFIS: 0723000158
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-118-4.5/4.75
Work Description: Reconstruct Slope
Location Description:
Contractor Name: Granite Construction
Contractor Address: 4820 MCGRATH STE #101, VENTURA, CA 93003
Resident Engineer: JOSEPH TEHRANI Structure Rep.: Unknown
DIME Sample ID: 2024-05-30-7
TL Number from the TL Form:
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 05/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/30/2024
The quantity of what the sample constitutes: 194 cy
A brief description of the sample: Embankment
From where was the sample collected: Job Site
Laboratory sample identification: 24-1250
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite
The fabricator's/manufacturer's product name for the sample: Embankment
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: from various location at Embankment
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-05-30-7-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/13/2024
Date Tested: 05/30/2024
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 407-6963
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
1590 g/cc
|
|
Count or Density 1
|
339 g/cc
|
|
Count or Density 2
|
279 g/cc
|
|
Count or Density 3
|
298 g/cc
|
|
Standard Count Moisture
|
655 g/cc
|
|
Moisture Count 1
|
151 g/cc
|
|
Moisture Count 2
|
152 g/cc
|
|
Moisture Count 3
|
145 g/cc
|
|
Sum of Count or Density
|
916 g/cc
|
|
Average of Count or Density
|
305 g/cc
|
|
Sum of Moisture Count
|
448 g/cc
|
|
Average of Moisture Count
|
149 g/cc
|
|
Count Ratio Density
|
0.19
|
|
Count Ratio Moisture
|
0.23
|
|
Calculated Percent Relative Compaction
|
97.3 %
|
|
Reported Percent Relative Compaction
|
97 %
|
DIME Test ID: 2024-05-30-7-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/13/2024
Date Tested: 05/30/2024
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 407-6963
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.15
|
|
Highest adjust wet density
|
2.21
|
|
Relative compaction
|
97
|
|
% Moisture
|
9.7 %
|
|
Optimum Moisture
|
no data
|
