Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994369 DEA: 042K6404 EFIS: 0416000480
QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-84-6.0
Work Description: CONSTRUCT SOLDIER PILE WALL.
Location Description: SAN MATEO COUNTY NEAR LA HONDA 0.2 MILE WEST OF SAN GREGORIO CREEK BRIDGE
Contractor Name: BRIDGEWAY CIVIL CONSTRUCTORS, INC.
Contractor Address: 3333 Vaca Valley Parkway, Suite 2000, Vacaville, CA 95688
Resident Engineer: Fred Booshehri Structure Rep.: Steve Gong
DIME Sample ID: 2024-08-28-55
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Hayward Field Laboratory
Sample Organization Contact: (510) 723-0168
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 08/28/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/28/2024
The quantity of what the sample constitutes: 17.5 cu yd
A brief description of the sample: Agg Base Class 2
From where was the sample collected: Job Site
Laboratory sample identification: HW-082324-RCAB2
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Wilson Aromas Quarry
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: A Line 14+78 to 16+67
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-08-28-55-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/04/2024
Date Tested: 08/28/2024
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Is oversize material
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No
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|
In-place wet density
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2.28
|
|
Highest adjust wet density
|
2.28
|
|
Relative compaction
|
100
|
|
% Moisture
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no data
|
|
Optimum Moisture
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no data
|
DIME Test ID: 2024-08-28-55-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/04/2024
Date Tested: 08/28/2024
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Sum of Count or Density
|
134647 g/cc
|
|
Average of Count or Density
|
44882 g/cc
|
|
Sum of Moisture Count
|
8837 g/cc
|
|
Average of Moisture Count
|
2496 g/cc
|
|
Count Ratio Density
|
1.43
|
|
Count Ratio Moisture
|
3.43
|
|
Calculated Percent Relative Compaction
|
100 %
|
|
Reported Percent Relative Compaction
|
100 %
|