Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214993 DEA: 051F5004 EFIS: 0514000003
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101,135-70.6/71.2;0.1
Work Description: CONSTRUCT CONCRETE BRIDGE, BRIDGE REMOVAL, COLD PLANE, PLACE HMA.
Location Description: SANTA BARBARA COUNTY AT LOS ALAMOS ON ROUTE 101 FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF ROUTE 101/135 SEPARATION AND ON ROUTE 135 AT ROUTE 101/135 SEPARATION
Contractor Name: CAL PORTLAND CONSTRUCTION
Contractor Address: 1625 E Donovan Road, Santa Maria, CA 93454
Resident Engineer: Jason Torres Structure Rep.: Alex Martinez
DIME Sample ID: 2022-10-28-21
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Sample Organization Contact:
Type of Sample: Department Acceptance
Type of Material: Soil
Sample Taken Date: 10/28/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/28/2022
The quantity of what the sample constitutes: 1 lift
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: Calportland-Garey
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: job site
Where the material sample would have been placed if not sampled:
DIME Test ID: 2022-10-28-21-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/01/2022
Date Tested: 10/28/2022
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
General Comments for this Test: a. abutment #1
Test Result Compliance: complies
Additional Comments When Verified:
|
Sum of Count or Density
|
2347.00 g/cc
|
|
Average of Count or Density
|
782.00 g/cc
|
|
Sum of Moisture Count
|
419.00 g/cc
|
|
Average of Moisture Count
|
140.00 g/cc
|
|
Count Ratio Density
|
0.45
|
|
Count Ratio Moisture
|
0.20
|
|
Calculated Percent Relative Compaction
|
100.9 %
|
|
Reported Percent Relative Compaction
|
101 %
|
DIME Test ID: 2022-10-28-21-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/01/2022
Date Tested: 10/28/2022
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
General Comments for this Test: b. abutment #2
Test Result Compliance: complies
Additional Comments When Verified:
|
Sum of Count or Density
|
2416.00 g/cc
|
|
Average of Count or Density
|
805.00 g/cc
|
|
Sum of Moisture Count
|
455.00 g/cc
|
|
Average of Moisture Count
|
152.00 g/cc
|
|
Count Ratio Density
|
0.46
|
|
Count Ratio Moisture
|
0.22
|
|
Calculated Percent Relative Compaction
|
99.1 %
|
|
Reported Percent Relative Compaction
|
99 %
|
DIME Test ID: 2022-10-28-21-3
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 11/01/2022
Date Tested: 10/28/2022
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
General Comments for this Test: c. abutment #2
Test Result Compliance: complies
Additional Comments When Verified:
|
Sum of Count or Density
|
2173.00 g/cc
|
|
Average of Count or Density
|
724.00 g/cc
|
|
Sum of Moisture Count
|
465.00 g/cc
|
|
Average of Moisture Count
|
155.00 g/cc
|
|
Count Ratio Density
|
0.41
|
|
Count Ratio Moisture
|
0.22
|
|
Calculated Percent Relative Compaction
|
102.2 %
|
|
Reported Percent Relative Compaction
|
102 %
|
