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Testing Report for 2018-07-02-20-1

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: 2018-07-02-20
TL Number from the TL Form: 934-1B
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: 7/2/2018
Date that the sample was received by the laboratory/organization performing the testing: 7/9/2018
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: 934-1B
Structure unique identifier: mojave river widened right bridge
Structure name: mojave river widened right bridge
The fabricator/manufacturer/facility name: High Grade

Material Information

The concrete mix design number: SITI72A
The truck number from where the sample was collected: 185
The batch plant ticket number from where the sample was collected: 149649
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: ames
A detailed description of where the material sample was collected: load no 7
Where the material sample would have been placed if not sampled: mojave river widened right bridge
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2018-07-02-20-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 7/9/2018
Verified Date: 7/30/2018
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
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 3600 psi
Maximum load on cylinder 1: 104570 lb
Maximum load on cylinder 2: 99485 lb
Compressive strength of cylinder 1: 3685.9 psi
Type of fracture pattern of cylinder 1: 3
Compressive strength of cylinder 2: 3519.1 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: 1
Age of specimen: 7 days
Age of specimen in hours: no data