Sample Record for 2024-04-03-37
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994321 DEA: 040K1604 EFIS: 0416000044
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA,CC-80-R7.6/8.0,0.0/13.5
Work Description: CONSTRUCT RHMA, LIGHTING SYSTEM, AND CONCRETE BARRIER.
Location Description: ALAMEDA AND CONTRA COSTA COUNTIES IN ALBANY AND CROCKETT FROM 0.4 MILE SOUTH OF ALAMEDA COUNTY LINE TO 0.2 MILE SOUTH OF POMONA STREET
Contractor Name: Bay Cities Paving & Grading (Jeff Brandt)
Contractor Address: 1450 CIVIC CT, BLDG B #400, CONCORD, CA 94520
Resident Engineer: Wesley Morrison Structure Rep.: William Sommer
Sample Information
DIME Sample ID: 2024-04-03-37
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Richmond Field Laboratory
Sample Organization Contact: (510) 231-7151
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 04/03/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/03/2024
The quantity of what the sample constitutes: 18760 grams
A brief description of the sample: Class 2 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Vallejo
Material Information
The fabricator's/manufacturer's product name for the sample: Class 2Aggregate Base
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Job site
Where the material sample would have been placed if not sampled:
Test Results
Test 1 of 2
DIME Test ID: 2024-04-03-37-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/08/2024
Date Tested: 04/03/2024
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
Is oversize material
|
No
|
In-place wet density
|
1.98
|
Highest adjust wet density
|
2.19
|
Relative compaction
|
90
|
% Moisture
|
13 %
|
Optimum Moisture
|
15 %
|
Test 2 of 2
DIME Test ID: 2024-04-03-37-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/08/2024
Date Tested: 04/03/2024
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
Standard Count Density
|
32197 g/cc
|
Count or Density 1
|
35926 g/cc
|
Count or Density 2
|
36182 g/cc
|
Count or Density 3
|
38211 g/cc
|
Standard Count Moisture
|
8692 g/cc
|
Moisture Count 1
|
2473 g/cc
|
Moisture Count 2
|
2387 g/cc
|
Moisture Count 3
|
2599 g/cc
|
Sum of Count or Density
|
110319 g/cc
|
Average of Count or Density
|
36773 g/cc
|
Sum of Moisture Count
|
7459 g/cc
|
Average of Moisture Count
|
2486 g/cc
|
Count Ratio Density
|
1.14
|
Count Ratio Moisture
|
0.29
|
Calculated Percent Relative Compaction
|
90.4 %
|
Reported Percent Relative Compaction
|
90 %
|