Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 8127 DEA: 080N5904 EFIS: 0800000533
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R85.2
Work Description: CONSTRUCT PC/PS BULB-TEE GIRDER BRIDGE
Location Description: SAN BERNARDINO COUNTY NEAR ESSEX AT VAN WINKLE WASH BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: P.O. Box 50085, Watsonville, CA 95077
Resident Engineer: Khoa Nguyen Structure Rep.: Ching Chuang
DIME Sample ID: 2014-02-20-6529
TL Number from the TL Form:
Sample Submitted By Organization: Twining, Incorporated - San Bernardino
Sample Organization Contact: (909) 383-6660
Type of Sample: Verification
Type of Material: Concrete
Sample Taken Date: 02/20/2014
Date that the sample was received by the laboratory/organization performing the testing: 02/28/2014
The quantity of what the sample constitutes: 6 cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: High Grade-08 Oro grand
The concrete mix design number: SITI72SK
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 81725
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Deck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2014-02-20-6529-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
Verified Date: 03/21/2014
Date Tested: 03/21/2014
Submitted By Organization: Twining, Incorporated - San Bernardino
Organization Address: 732 East Carnegie Drive, Suite 100,
Organization City: San Bernadino
Organization State: CA
Organization Zipcode: 92408
Organization Email: clucero@twininginc.com
Organization Phone: 9093836660
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
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
4960 psi
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Compressive strength of cylinder 1
|
4952.4 psi
|
|
Compressive strength of cylinder 2
|
4970.0 psi
|
|
Maximum load on cylinder 1
|
140500 lb
|
|
Maximum load on cylinder 2
|
141000 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Type of fracture pattern of cylinder 2
|
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
|
no data
|
|
Age of specimen
|
28 days
|
