Sample Record for 2022-02-16-4
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
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
Sample Information
DIME Sample ID: 2022-02-16-4
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Sample Organization Contact: 8053191237
Type of Sample: Department Acceptance
Type of Material: Aggregate
Sample Taken Date: 02/16/2022
Date that the sample was received by the laboratory/organization performing the testing: 02/16/2022
The quantity of what the sample constitutes: 8" lift
A brief description of the sample: Type 2 AB
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Calportland-Garey
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-42-0014
The fabricator's/manufacturer's product name for the sample: Class 2 aggregate base
The fabricator/manufacturer designation for the sample: 3/4 in Class 2 Aggregate Base
The plant number:
A detailed description of where the material sample was collected: abutment
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 1 of 4
DIME Test ID: 2022-02-16-4-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/16/2022
Date Tested: 02/16/2022
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: isaac.gleffe@dot.ca.gov
Organization Phone: (805) 319-1237
General Comments for this Test: Abut#1/2 Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.14
|
|
Highest adjust wet density
|
2.24
|
|
Relative compaction
|
96
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
Test 2 of 4
DIME Test ID: 2022-02-16-4-2
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/16/2022
Date Tested: 02/16/2022
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: isaac.gleffe@dot.ca.gov
Organization Phone: (805) 319-1237
General Comments for this Test: Abut#2/2 Complies
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.13
|
|
Highest adjust wet density
|
2.21
|
|
Relative compaction
|
96
|
|
% Moisture
|
no data
|
|
Optimum Moisture
|
no data
|
Test 3 of 4
DIME Test ID: 2022-02-16-4-3
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/16/2022
Date Tested: 02/16/2022
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: isaac.gleffe@dot.ca.gov
Organization Phone: (805) 319-1237
General Comments for this Test: Abut#1/2 Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
Sum of Count or Density
|
2843 g/cc
|
|
Average of Count or Density
|
948 g/cc
|
|
Sum of Moisture Count
|
308 g/cc
|
|
Average of Moisture Count
|
103 g/cc
|
|
Count Ratio Density
|
2.14
|
|
Count Ratio Moisture
|
0.13
|
|
Calculated Percent Relative Compaction
|
95.5 %
|
|
Reported Percent Relative Compaction
|
96 %
|
Test 4 of 4
DIME Test ID: 2022-02-16-4-4
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/16/2022
Date Tested: 02/16/2022
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: isaac.gleffe@dot.ca.gov
Organization Phone: (805) 319-1237
General Comments for this Test: Abut#2/2 Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
Sum of Count or Density
|
2877 g/cc
|
|
Average of Count or Density
|
959 g/cc
|
|
Sum of Moisture Count
|
267 g/cc
|
|
Average of Moisture Count
|
89 g/cc
|
|
Count Ratio Density
|
2.13
|
|
Count Ratio Moisture
|
0.11
|
|
Calculated Percent Relative Compaction
|
96.4 %
|
|
Reported Percent Relative Compaction
|
96 %
|
