Sample Record for 2026-05-02-20
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000781 DEA: 040P9304 EFIS: 0418000027
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-80-7.6,12.8
Work Description: BRIDGE RAILING, MVP, CURB & GUTTER, SIDEWALKS, & ELECTRICAL SYSTEMS.
Location Description: CONTRA COSTA COUNTY IN PINOLE AT APPIAN WAY OVERCROSSING AND NEAR HERCULES AT CUMMINGS SKYWAY OVERCROSSING.
Contractor Name: BUGLER CONSTRUCTION, INC.
Contractor Address: 4847 Hopyard Road Ste 4-395, Pleasanton, CA 94588
Resident Engineer: Zhuohang Deng Structure Rep.: Rommoney Wu
Sample Information
DIME Sample ID: 2026-05-02-20
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Richmond Field Laboratory
Sample Organization Contact: (510) 385-7413
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 05/02/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/02/2026
The quantity of what the sample constitutes: 1 Bag
A brief description of the sample: compaction
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: jobsite 0+00 1+30
Material Information
Source Identification (SMARA, name of Pit or Job Site): jobsite
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: Skyway
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test
DIME Test ID: 2026-05-02-20-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 05/13/2026
Date Tested: 05/02/2026
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Blvd.,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94804
Organization Email: ignacio.arechiga@dot.ca.gov
Organization Phone: (510) 385-7413
General Comments for this Test: failed
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
1.92
|
|
Highest adjust wet density
|
2.21
|
|
Relative compaction
|
87
|
|
% Moisture
|
10.3 %
|
|
Optimum Moisture
|
12 %
|
Test
DIME Test ID: 2026-05-02-20-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/13/2026
Date Tested: 05/02/2026
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Blvd.,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94804
Organization Email: ignacio.arechiga@dot.ca.gov
Organization Phone: (510) 385-7413
General Comments for this Test: failed
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Standard Count Density
|
30720 g/cc
|
|
Count or Density 1
|
58295 g/cc
|
|
Count or Density 2
|
62333 g/cc
|
|
Count or Density 3
|
57587 g/cc
|
|
Standard Count Moisture
|
8666 g/cc
|
|
Moisture Count 1
|
2040 g/cc
|
|
Moisture Count 2
|
2139 g/cc
|
|
Moisture Count 3
|
2171 g/cc
|
|
Sum of Count or Density
|
178215 g/cc
|
|
Average of Count or Density
|
59405 g/cc
|
|
Sum of Moisture Count
|
6350 g/cc
|
|
Average of Moisture Count
|
2116.67 g/cc
|
|
Calculated Percent Relative Compaction
|
87 %
|
|
Reported Percent Relative Compaction
|
87 %
|
