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Testing Report for 2021-06-22-5-1

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

Project Information

DEA: 060Q9104
EFIS: 0614000005
Project ID: 215075
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-19.2/19.8
Work Description: BRIDGE DECK AND OUTSIDE GIRDER REPLACEMENT.
Location Description: TULARE COUNTY NEAR TIPTON FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF AVENUE 152 OVERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Javier Huerta
Structure Rep.: Peter Moua

Sample Information

DIME Sample ID: 2021-06-22-5
TL Number from the TL Form:
Sample Submitted By Organization: Con-Fab California, LLC
Sample Organization Contact: 661-630-7162
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 6/22/2021
Date that the sample was received by the laboratory/organization performing the testing: 6/23/2021
The quantity of what the sample constitutes: One Girder
A brief description of the sample: PCC 6"x12" test cylinder
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Con-Fab California LLC

Material Information

The concrete mix design number: SCCS980F
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1353
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Casting Bed 1
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2021-06-22-5-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 6/23/2021
Verified Date: 6/30/2021
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Ave,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: 661-630-7162
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

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 - Sulfur Mortar Cap
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): 6110 psi
Maximum load on cylinder 1: 6000 lb
Maximum load on cylinder 2: 6225 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: 1
Age of specimen: no data
Age of specimen in hours: 15 hours