Sample Record for 2024-04-04-30
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: 2024-04-04-30
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: 04/04/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/04/2024
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: 2024-04-04-30-1
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: 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
|
15.0 %
|
Optimum Moisture
|
17.0 %
|
Test 2 of 2
DIME Test ID: 2024-04-04-30-2
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: 04/04/2024
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: RETEST
Test Result Compliance: complies
Additional Comments When Verified:
Standard Count Density
|
32250 g/cc
|
Count or Density 1
|
30838 g/cc
|
Count or Density 2
|
30556 g/cc
|
Count or Density 3
|
31083 g/cc
|
Standard Count Moisture
|
8762 g/cc
|
Moisture Count 1
|
3045 g/cc
|
Moisture Count 2
|
3092 g/cc
|
Moisture Count 3
|
2643 g/cc
|
Sum of Count or Density
|
92477.00 g/cc
|
Average of Count or Density
|
30826.00 g/cc
|
Sum of Moisture Count
|
8780.00 g/cc
|
Average of Moisture Count
|
2927.00 g/cc
|
Count Ratio Density
|
0.96
|
Count Ratio Moisture
|
0.33
|
Calculated Percent Relative Compaction
|
96.8 %
|
Reported Percent Relative Compaction
|
97 %
|