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Testing Report for 2014-01-22-9102-1

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 080N5904
EFIS: 0800000533
Project ID: 8127
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: Unknown
Contractor Address: Unknown
Resident Engineer: Khoa Nguyen
Structure Rep.: Ching Chuang

Sample Information

DIME Sample ID: 2014-01-22-9102
TL Number from the TL Form:
Sample Submitted By Organization: Twining Inc. - San Bernardino
Sample Organization Contact: 909-383-6660
Type of Sample: Verification
Type of Material: Concrete
Sample Taken Date: 1/22/2014
Date that the sample was received by the laboratory/organization performing the testing: 1/27/2014
The quantity of what the sample constitutes: 4 concrete 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: Hi Grade - Oro Grande

Material Information

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: 81724
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Abutment 1 Bent Cap 2 and 3 Abutment 4
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2014-01-22-9102-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 2/19/2014
Capped in accordance with: ASTM C617/CTM521
Verified Date: 2/21/2014
Submitted By Organization: Twining Inc. - San Bernardino
Organization Address: 732 East Carnegie Dr., Suite 100,
Organization City: San Bernardino
Organization State: CA
Organization Zipcode: 92408
Organization Email:
Organization Phone: 909-383-6660
General Comments for this Test:
Test Result Compliance: comply
Additional Comments When Verified :

Submitted Test Results

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): 5860 psi
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Compressive strength of cylinder 1: 5888.3 psi
Compressive strength of cylinder 2: 5823.1 psi
Maximum load on cylinder 1: 167050 lb
Maximum load on cylinder 2: 165200 lb
Type of fracture pattern of cylinder 1: 4
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: no data
Age of specimen: 28 days