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Testing Report for 2019-04-02-7-1

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

Project Information

DEA: 080J0704
EFIS: 0800000282
Project ID: 209694
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-215-0.6/1.7
Work Description: (Alternative Delivery) The CMGC project will reconstruct and improve interchange of I-215 and Barton Road in the City of Grand Terrace, CA.
Location Description: Grade separation at Intersection of I-215 and Barton Road near Grand Terrace, CA. ? On I-215 between I-10 and SR-60.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Fereydoon Alipanah
Structure Rep.: Tim Flores

Sample Information

DIME Sample ID: 2019-04-02-7
TL Number from the TL Form: 20190402
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 4/2/2019
Date that the sample was received by the laboratory/organization performing the testing: 4/8/2019
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 975-402
Structure unique identifier: barton road OC bent 3columm 3c stage 2
Structure name: barton road OC bent 3columm 3c stage 2
The fabricator/manufacturer/facility name: Robertson Riverside

Material Information

The concrete mix design number: SC590B38
The truck number from where the sample was collected: 709
The batch plant ticket number from where the sample was collected: 3859965
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: MYERS RADOS JV
A detailed description of where the material sample was collected: 18cy
Where the material sample would have been placed if not sampled: barton road OC bent 3columm 3c stage 2
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2019-04-02-7-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 4/30/2019
Capped in accordance with: ASTM C617/CTM521
Verified Date: 5/1/2019
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
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Capped in accordance with?: ASTM C617/CTM521
Compressive strength (to nearest 10 psi): 3930 psi
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Compressive strength of cylinder 1: 3971.4 psi
Compressive strength of cylinder 2: 3890.0 psi
Maximum load on cylinder 1: 112670 lb
Maximum load on cylinder 2: 110360 lb
Type of fracture pattern of cylinder 1: 1
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: 1
Age of specimen: 28 days