Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993333 DEA: 04264724 EFIS: 0419000068
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-101-R20.8/27.1
Work Description: CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL.
Location Description: MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE
Contractor Name: GHILOTTI CONSTRUCTION CO. INC. (RILEY GENAZZI & JOSH SERAFINO)
Contractor Address: 246 GHILOTTI AVE., SANTA ROSA, CA 95407
Resident Engineer: Fabio La Serna Structure Rep.: Jeremy Light
DIME Sample ID: 2024-08-01-175
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Petaluma Field Laboratory
Sample Organization Contact: (510) 385-6841
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 08/01/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/01/2024
The quantity of what the sample constitutes: 600 sqft
A brief description of the sample: SBFL
From where was the sample collected: Job Site
Laboratory sample identification: Pet-24-375
Structure unique identifier:
Structure name: DS-27
The fabricator/manufacturer/facility name: Roadway ex
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: DS-27
Where the material sample would have been placed if not sampled:
DIME Test ID: 2024-08-01-175-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/19/2024
Date Tested: 08/01/2024
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 5675 Gibraltar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: glenn.cea@dot.ca.gov
Organization Phone: (510) 385-6841
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.23
|
|
Highest adjust wet density
|
2.3
|
|
Relative compaction
|
97
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
DIME Test ID: 2024-08-01-175-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/19/2024
Date Tested: 08/01/2024
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 5675 Gibraltar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: glenn.cea@dot.ca.gov
Organization Phone: (510) 385-6841
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Sum of Count or Density
|
76221 g/cc
|
|
Average of Count or Density
|
25407 g/cc
|
|
Sum of Moisture Count
|
7250 g/cc
|
|
Average of Moisture Count
|
2417 g/cc
|
|
Count Ratio Density
|
2.23
|
|
Count Ratio Moisture
|
0.2
|
|
Calculated Percent Relative Compaction
|
97 %
|
|
Reported Percent Relative Compaction
|
95 %
|
