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Testing Report for 2018-09-19-10-1

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

Project Information

DEA: 083555V4
EFIS: 0814000086
Project ID: 210569
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-42.5/46.0
Work Description: WIDEN I-15, RECONSTRUCT 3 IC'S, CONSTRUCT 2 NEW BR AND WIDEN 3 BR.
Location Description: SAN BERNARDINO COUNTY IN VICTORVILLE FROM 0.5 MILE NORTH OF MOJAVE DRIVE TO 1.5 MILE NORTH OF STODDARD WELLS ROAD OVERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Taghreed Al-Khateeb
Structure Rep.: Ravinder Singh

Sample Information

DIME Sample ID: 2018-09-19-10
TL Number from the TL Form: 19
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: 9/19/2018
Date that the sample was received by the laboratory/organization performing the testing: 9/28/2018
The quantity of what the sample constitutes: 2
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 934-19
Structure unique identifier: mojave river bidge NEW
Structure name: mojave river bidge NEW
The fabricator/manufacturer/facility name: Agcon Inc

Material Information

The concrete mix design number: SITI72A
The truck number from where the sample was collected: 208
The batch plant ticket number from where the sample was collected: 843589
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: AMES CONSTRUCTION
A detailed description of where the material sample was collected: load 84
Where the material sample would have been placed if not sampled: mojave river bidge NEW
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2018-09-19-10-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 10/17/2018
Capped in accordance with: ASTM C617/CTM521
Verified Date: 10/19/2018
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: 28.46 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): 28170 psi
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.01 in
Compressive strength of cylinder 1: 5431.1 psi
Compressive strength of cylinder 2: 50903.8 psi
Maximum load on cylinder 1: 154570 lb
Maximum load on cylinder 2: 1444140 lb
Type of fracture pattern of cylinder 1: 1
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: 28 days