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Testing Report for 2015-08-20-22-1

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

Project Information

DEA: 080R8114
EFIS: 0815000105
Project ID: 210484
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-215-R15.0
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Nick Truong
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2015-08-20-22
TL Number from the TL Form: 2
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 8/20/2015
Date that the sample was received by the laboratory/organization performing the testing: 8/25/2015
The quantity of what the sample constitutes: 2
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 919-2
Structure unique identifier: R15
Structure name: LANE 2 PANEL 6 215 SB
The fabricator/manufacturer/facility name: JOB

Material Information

The concrete mix design number: V30LCBRS
The truck number from where the sample was collected: V294
The batch plant ticket number from where the sample was collected: NP
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: LOAD 2
Where the material sample would have been placed if not sampled: Unknown
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2015-08-20-22-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 8/27/2015
Verified Date: 8/28/2015
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email:
Organization Phone: 213-792-4794
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
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.95 in
Average diameter of cylinder 2: 5.95 in
Cross sectional area of cylinder 1: 27.81 in^2
Cross sectional area of cylinder 2: 27.81 in^2
Compressive strength (to nearest 10 psi): 2030 psi
Maximum load on cylinder 1: 55820 lb
Maximum load on cylinder 2: 57310 lb
Compressive strength of cylinder 1: 2007.2 psi
Type of fracture pattern of cylinder 1: 1
Compressive strength of cylinder 2: 2060.8 psi
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: 7 days
Age of specimen in hours: no data