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Testing Report for 2016-02-10-1-1

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

Project Information

DEA: 080Q7403
EFIS: 0800020456
Project ID: 209511
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-15.4/30.8
Work Description: Design Build project provides pavement rehabilitation (including ramps) on I-15 near Cajon Pass, CA.
Location Description: On I-15 from 0.4 mile north of Kenwood Avenue to 0.3 mile south of West Hesperia OH
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Maged Youssef
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2016-02-10-1
TL Number from the TL Form: Unknown
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: 2/10/2016
Date that the sample was received by the laboratory/organization performing the testing: 2/12/2016
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: 878-c26
Structure unique identifier: SBD I15PM R 15 4 30 8
Structure name: Unknown
The fabricator/manufacturer/facility name: cemex

Material Information

The concrete mix design number: 1202-8 LCB
The truck number from where the sample was collected: 70
The batch plant ticket number from where the sample was collected: 33
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: load 1
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2016-02-10-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 2/16/2016
Verified Date: 2/19/2016
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
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: 6.01 in
Average diameter of cylinder 2: 6.01 in
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength (to nearest 10 psi): 680 psi
Maximum load on cylinder 1: 19340 lb
Maximum load on cylinder 2: 19270 lb
Compressive strength of cylinder 1: 681.7 psi
Type of fracture pattern of cylinder 1: 3
Compressive strength of cylinder 2: 679.2 psi
Type of fracture pattern of cylinder 2: 3
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: 6 days
Age of specimen in hours: no data