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Testing Report for 2014-01-09-13102087-6

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: 2014-01-09-13102087
TL Number from the TL Form:
Sample Submitted By Organization: SCST, LLC.
Sample Organization Contact: (619) 280-4321
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 1/9/2014
Date that the sample was received by the laboratory/organization performing the testing: 1/9/2014
The quantity of what the sample constitutes: 7 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

Material Information

The concrete mix design number: HG53401R
The truck number from where the sample was collected: 193
The batch plant ticket number from where the sample was collected: 813219
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete Truck 193
Where the material sample would have been placed if not sampled: Footings at Bent 2 North Column
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2014-01-09-13102087-6
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 1/23/2014
Capped in accordance with: ASTM C617/CTM521
Verified Date: 2/10/2014
Submitted By Organization: SCST, LLC.
Organization Address: 6280 Riverdale Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92120
Organization Email: dhicks@scst.com
Organization Phone: (619) 280-4321
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Capped in accordance with?: ASTM C617/CTM521
Compressive strength of cylinder (to nearest 10 psi): 4670 psi
Average diameter of cylinder 1: 6.00 in
Maximum load on cylinder 1: 132130 lb
Type of fracture pattern of cylinder 1: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 14 days