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Sample Record for 2016-01-27-2

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

Project Information

Project ID: 209511 DEA: 080Q7403 EFIS: 0800020456 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-15.4/30.8
Work Description: Design Build project provides pavement rehabilitation (including ramps) on I-15 near Cajon Pass, CA.
Location Description: On I-15 from 0.4 mile north of Kenwood Avenue to 0.3 mile south of West Hesperia OH
Contractor Name: Coffman Specialties, Inc./Parsons Transportation Group, Inc
Contractor Address: 9685 VIA EXCELENCIA, SUITE 200, SAN DIEGO, CA 92126
Resident Engineer: Maged Youssef Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2016-01-27-2
TL Number from the TL Form: C25
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 01/27/2016
Date that the sample was received by the laboratory/organization performing the testing: 02/01/2016
The quantity of what the sample constitutes: 2
A brief description of the sample: 6 x 12 LCB Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 878-C25
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: CEMEX Victorville

Material Information

The concrete mix design number: 1202-8 LCB
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: Not Provided
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Plant
A detailed description of where the material sample was collected: Back of the concrete truck
Where the material sample would have been placed if not sampled: SB 15 FWY oak Hill
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2016-01-27-2-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/03/2016
Date Tested: 02/03/2016
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 510 psi
Maximum load on cylinder 1 14660 lb
Maximum load on cylinder 2 14160 lb
Compressive strength of cylinder 1 518.6 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 500.9 psi
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 no data
Age of specimen 7 days
Age of specimen in hours no data