Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212571 DEA: 051F79A4 EFIS: 0514000061
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-55.9/R56.2
Work Description: Nojoqui Creek Bridge (51-0018 L/R) widening and rail replacement.
Location Description: IN SANTA BARBARA COUNTY NEAR BUELLTON AT NOJOQUI CREEK BRIDGE (BR #51-0018 L/R)
Contractor Name: SOUZA CONSTRUCTION
Contractor Address: 4027 Santa Fe Road, San Luis Obispo, CA 93403
Resident Engineer: David Cooper Structure Rep.: Sal Heredia
DIME Sample ID: 2021-03-09-12
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: 03/09/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/10/2021
The quantity of what the sample constitutes: 11 CY
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: KIE-CON, INC
The concrete mix design number: K3050-300CPx
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 109717
Concrete batch plant:
The fabricator/manufacturer designation for the sample: 20-096 3/9/21
A detailed description of where the material sample was collected: Concrete sample from wheelbarrow
Where the material sample would have been placed if not sampled: Rectangular Girder
From Lot No.:
Bag Lot No.:
DIME Test ID: 2021-03-09-12-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/15/2021
Date Tested: 03/10/2021
Submitted By Organization: Kie-Con, Incorporated - Antioch
Organization Address: 3551 Wilbur Avenue,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: gregory.lask@kiewit.com
Organization Phone: (925) 331-7122
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3710 psi
|
|
Maximum load on cylinder 1
|
104890 lb
|
|
Maximum load on cylinder 2
|
105010 lb
|
|
Type of fracture pattern of cylinder 1
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1
|
|
Type of fracture pattern of cylinder 2
|
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
|
|
Age of specimen
|
1 days
|
|
Age of specimen in hours
|
20 hours
|
DIME Test ID: 2021-03-09-12-2
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/08/2021
Date Tested: 04/06/2021
Submitted By Organization: Kie-Con, Incorporated - Antioch
Organization Address: 3551 Wilbur Avenue,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: gregory.lask@kiewit.com
Organization Phone: (925) 331-7122
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
8550 psi
|
|
Maximum load on cylinder 1
|
237900 lb
|
|
Maximum load on cylinder 2
|
245430 lb
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Type of fracture pattern of cylinder 2
|
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
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
676 hours
|
