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Testing Report for 2020-08-27-9-2

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

Project Information

DEA: 030F2864
EFIS: 0320000123
Project ID: 214702
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-7.92 / 8.4
Work Description: Remove and replace Consumnes River and Consumnes River Overflow bridge
Location Description: Sacramento County
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Masoud Saed
Structure Rep.: Chau Ha

Sample Information

DIME Sample ID: 2020-08-27-9
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: 8/27/2020
Date that the sample was received by the laboratory/organization performing the testing: 8/27/2020
The quantity of what the sample constitutes: 1 girder
A brief description of the sample: PCC 6"x12" test cylinder
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name: Cosumnes River Overflow Bridge
The fabricator/manufacturer/facility name: Con-Fab California, LLC

Material Information

The concrete mix design number: SCC-S98-10F
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 2388
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Back of Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2020-08-27-9-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 9/24/2020
Capped in accordance with: ASTM C1231
Verified Date: 10/7/2020
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: 3
Test performed: With no density determined
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Capped in accordance with?: ASTM C1231
Compressive strength (to nearest 10 psi): 9130 psi
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.00 in
Maximum load on cylinder 1: 250025 lb
Maximum load on cylinder 2: 268520 lb
Maximum load on cylinder 3: 255505 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
Type of fracture pattern of cylinder 3: 5
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
Correction factor for cylinder 3: 1
Age of specimen: 28 days