Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214336 DEA: 07302404 EFIS: 0713000488
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-101-37/40
Work Description: PADRE JUAN REHAB
Location Description: VEN 101
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4820 McGrath Street, Suite 101, Ventura, CA 93003
Resident Engineer: Alfred Ira Structure Rep.: Unknown
DIME Sample ID: 2022-11-09-3
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: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 11/09/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/09/2022
The quantity of what the sample constitutes: 756 sq. ft.
A brief description of the sample: Aggregate
From where was the sample collected: Job Site
Laboratory sample identification: 22-3015
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: n/a
Source Identification (SMARA, name of Pit or Job Site): n/a
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: CTM 231 Test Holes
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/8 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2022-11-09-3-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/10/2022
Date Tested: 11/09/2022
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) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Standard Count Density
|
2104 g/cc
|
|
Count or Density 1
|
2067 g/cc
|
|
Count or Density 2
|
2066 g/cc
|
|
Count or Density 3
|
2037 g/cc
|
|
Standard Count Moisture
|
707 g/cc
|
|
Moisture Count 1
|
155 g/cc
|
|
Moisture Count 2
|
159 g/cc
|
|
Moisture Count 3
|
172 g/cc
|
|
Sum of Count or Density
|
6170.00 g/cc
|
|
Average of Count or Density
|
2057.00 g/cc
|
|
Sum of Moisture Count
|
486.00 g/cc
|
|
Average of Moisture Count
|
162.00 g/cc
|
|
Count Ratio Density
|
0.98
|
|
Count Ratio Moisture
|
0.23
|
|
Calculated Percent Relative Compaction
|
95.5 %
|
|
Reported Percent Relative Compaction
|
96 %
|
DIME Test ID: 2022-11-09-3-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 11/10/2022
Date Tested: 11/09/2022
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) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.11
|
|
Highest adjust wet density
|
2.21
|
|
Relative compaction
|
95
|
|
% Moisture
|
9.9 %
|
|
Optimum Moisture
|
11.9 %
|
