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Testing Report for 2017-10-17-4-1

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

Project Information

Project ID: 211797 DEA: 080G8424 EFIS: 0814000184 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R107.3
Work Description: UPGRADE EXISTING SAFETY ROADSIDE REST AREAS (SRRA)
Location Description: SAN BERNARDINO COUNTY ABOUT 30 MILES EAST OF BARSTOW AT C.V. KANE SAFETY ROADSIDE REST AREA
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Khoa Nguyen Structure Rep.: Romero, Leonard J

Sample Information

DIME Sample ID: 2017-10-17-4
TL Number from the TL Form: 2
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: 10/17/2017
Date that the sample was received by the laboratory/organization performing the testing: 10/19/2017
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: 961-02
Structure unique identifier: C V KANE SLAB POUR
Structure name: C V KANE CLAB POUR
The fabricator/manufacturer/facility name: ROBERTSONS

Material Information

The concrete mix design number: SM400B34
The truck number from where the sample was collected: 1697
The batch plant ticket number from where the sample was collected: 2672226
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: CHUTE
Where the material sample would have been placed if not sampled: C V KANE SLAB POUR
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2017-10-17-4-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/14/2017
Date Tested: 11/14/2017
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:
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 6.00 in
Average diameter of cylinder 2 6.01 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 4640 psi
Maximum load on cylinder 1 129930 lb
Maximum load on cylinder 2 133160 lb
Compressive strength of cylinder 1 4596.0 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 4693.7 psi
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 no data
Age of specimen 28 days
Age of specimen in hours no data