Sample Record for 2022-01-13-44
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: 2022-01-13-44
TL Number from the TL Form:
Sample Submitted By Organization: Kie-Con, Incorporated - Antioch
Sample Organization Contact: (925) 331-7122
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 01/13/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/13/2022
The quantity of what the sample constitutes: 1
A brief description of the sample: 4x8 cylinders
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: KIECON
Material Information
The concrete mix design number: K7010-705 CPO R3
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 113281
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Wilbur bed
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 6
DIME Test ID: 2022-01-13-44-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/20/2022
Date Tested: 01/14/2022
Submitted By Organization: Kie-Con, Incorporated - Antioch
Organization Address: 3551 Wilbur Avenue,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: cesar.rodriguez3@kiewit.com
Organization Phone: (925) 302-3654
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
4 mm
|
|
Average diameter of cylinder 2
|
4 mm
|
|
Average diameter of cylinder 3
|
4 mm
|
|
Cross sectional area of cylinder 1
|
12.57 mm^2
|
|
Cross sectional area of cylinder 2
|
12.57 mm^2
|
|
Cross sectional area of cylinder 3
|
12.57 mm^2
|
|
Compressive strength (to nearest 0.1MPa)
|
11779.9 MPa
|
|
Maximum load on cylinder 1
|
149670 N
|
|
Maximum load on cylinder 2
|
144550 N
|
|
Maximum load on cylinder 3
|
150180 N
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
1 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test 2 of 6
DIME Test ID: 2022-01-13-44-2
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/20/2022
Date Tested: 01/20/2022
Submitted By Organization: Kie-Con, Incorporated - Antioch
Organization Address: 3551 Wilbur Avenue,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: cesar.rodriguez3@kiewit.com
Organization Phone: (925) 302-3654
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
4 mm
|
|
Average diameter of cylinder 2
|
4 mm
|
|
Average diameter of cylinder 3
|
4 mm
|
|
Cross sectional area of cylinder 1
|
12.57 mm^2
|
|
Cross sectional area of cylinder 2
|
12.57 mm^2
|
|
Cross sectional area of cylinder 3
|
12.57 mm^2
|
|
Compressive strength (to nearest 0.1MPa)
|
11000.1 MPa
|
|
Maximum load on cylinder 1
|
134390 N
|
|
Maximum load on cylinder 2
|
140080 N
|
|
Maximum load on cylinder 3
|
140470 N
|
|
Type of fracture pattern of cylinder 1
|
4
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
6 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test 3 of 6
DIME Test ID: 2022-01-13-44-3
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/20/2022
Date Tested: 01/27/2022
Submitted By Organization: Kie-Con, Incorporated - Antioch
Organization Address: 3551 Wilbur Avenue,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: cesar.rodriguez3@kiewit.com
Organization Phone: (925) 302-3654
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
4 mm
|
|
Average diameter of cylinder 2
|
4 mm
|
|
Average diameter of cylinder 3
|
4 mm
|
|
Cross sectional area of cylinder 1
|
12.57 mm^2
|
|
Cross sectional area of cylinder 2
|
12.57 mm^2
|
|
Cross sectional area of cylinder 3
|
12.57 mm^2
|
|
Compressive strength (to nearest 0.1MPa)
|
11180.1 MPa
|
|
Maximum load on cylinder 1
|
149110 N
|
|
Maximum load on cylinder 2
|
134690 N
|
|
Maximum load on cylinder 3
|
137960 N
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
Type of fracture pattern of cylinder 3
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test 4 of 6
DIME Test ID: 2022-01-13-44-4
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/20/2022
Date Tested: 03/03/2022
Submitted By Organization: Kie-Con, Incorporated - Antioch
Organization Address: 3551 Wilbur Avenue,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: cesar.rodriguez3@kiewit.com
Organization Phone: (925) 302-3654
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
4 mm
|
|
Average diameter of cylinder 2
|
4 mm
|
|
Average diameter of cylinder 3
|
4 mm
|
|
Cross sectional area of cylinder 1
|
12.57 mm^2
|
|
Cross sectional area of cylinder 2
|
12.57 mm^2
|
|
Cross sectional area of cylinder 3
|
12.57 mm^2
|
|
Compressive strength (to nearest 0.1MPa)
|
11770.1 MPa
|
|
Maximum load on cylinder 1
|
144040 N
|
|
Maximum load on cylinder 2
|
152920 N
|
|
Maximum load on cylinder 3
|
147020 N
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test 5 of 6
DIME Test ID: 2022-01-13-44-5
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/20/2022
Date Tested: 03/17/2022
Submitted By Organization: Kie-Con, Incorporated - Antioch
Organization Address: 3551 Wilbur Avenue,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: cesar.rodriguez3@kiewit.com
Organization Phone: (925) 302-3654
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
4 mm
|
|
Average diameter of cylinder 2
|
4 mm
|
|
Average diameter of cylinder 3
|
4 mm
|
|
Cross sectional area of cylinder 1
|
12.57 mm^2
|
|
Cross sectional area of cylinder 2
|
12.57 mm^2
|
|
Cross sectional area of cylinder 3
|
12.57 mm^2
|
|
Compressive strength (to nearest 0.1MPa)
|
11420.1 MPa
|
|
Maximum load on cylinder 1
|
139280 N
|
|
Maximum load on cylinder 2
|
146420 N
|
|
Maximum load on cylinder 3
|
144770 N
|
|
Type of fracture pattern of cylinder 1
|
5
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
Type of fracture pattern of cylinder 3
|
5
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test 6 of 6
DIME Test ID: 2022-01-13-44-6
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/20/2022
Date Tested: 05/19/2022
Submitted By Organization: Kie-Con, Incorporated - Antioch
Organization Address: 3551 Wilbur Avenue,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: cesar.rodriguez3@kiewit.com
Organization Phone: (925) 302-3654
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
4 mm
|
|
Average diameter of cylinder 2
|
4 mm
|
|
Average diameter of cylinder 3
|
4 mm
|
|
Cross sectional area of cylinder 1
|
12.57 mm^2
|
|
Cross sectional area of cylinder 2
|
12.57 mm^2
|
|
Cross sectional area of cylinder 3
|
12.57 mm^2
|
|
Compressive strength (to nearest 0.1MPa)
|
11640.1 MPa
|
|
Maximum load on cylinder 1
|
151950 N
|
|
Maximum load on cylinder 2
|
139830 N
|
|
Maximum load on cylinder 3
|
147040 N
|
|
Type of fracture pattern of cylinder 1
|
4
|
|
Type of fracture pattern of cylinder 2
|
4
|
|
Type of fracture pattern of cylinder 3
|
4
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
