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Testing Report for 2019-10-18-5-1

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: 2019-10-18-5
TL Number from the TL Form: 20191018
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: 10/18/2019
Date that the sample was received by the laboratory/organization performing the testing: 10/21/2019
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 934-1018
Structure unique identifier:
Structure name: E st and I15 Victorville
The fabricator/manufacturer/facility name: na

Material Information

The concrete mix design number: na
The truck number from where the sample was collected: na
The batch plant ticket number from where the sample was collected: na
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: SKANSKA AMES
A detailed description of where the material sample was collected: 28 cy lcb
Where the material sample would have been placed if not sampled: E st and I15 Victorville
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2019-10-18-5-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 10/25/2019
Capped in accordance with: ASTM C617/CTM521
Verified Date: 11/4/2019
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: 28.46 in^2
Capped in accordance with?: ASTM C617/CTM521
Compressive strength (to nearest 10 psi): 1030 psi
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.02 in
Compressive strength of cylinder 1: 1013.4 psi
Compressive strength of cylinder 2: 1056.2 psi
Maximum load on cylinder 1: 28750 lb
Maximum load on cylinder 2: 30060 lb
Type of fracture pattern of cylinder 1: 3
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: 7 days