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Sample Record for 2017-11-16-4

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

Project Information

Project ID: 211070 DEA: 080Q3004 EFIS: 0800020191 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-138-R17.1/R19.2
Location Description: Near Hesperia from 1.9 mi East of Route 15 to 0.1 mi West of Summit Post Office Road to realign sections of State Route 138
Contractor Name: Skanska Civil USA
Contractor Address: 1995 Agua Mansa Road, Riverside, CA 92509
Resident Engineer: Amgad Benjamin Structure Rep.: Tim Flores

Sample Information

DIME Sample ID: 2017-11-16-4
TL Number from the TL Form: 3C
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: 11/16/2017
Date that the sample was received by the laboratory/organization performing the testing: 11/22/2017
The quantity of what the sample constitutes: 2
A brief description of the sample: 6x12 concrete cylindes
From where was the sample collected: Job Site
Laboratory sample identification: 955-3C
Structure unique identifier: HOG RANCH STEM AND SOFFIT
Structure name: HOG RANCH
The fabricator/manufacturer/facility name: Robertsons Lucerne Valley

Material Information

The concrete mix design number: RRM09013
The truck number from where the sample was collected: 1961
The batch plant ticket number from where the sample was collected: 3118431
Concrete batch plant: Robertsons Batch Plant Lucerne
The fabricator/manufacturer designation for the sample: Robertsons Batch Plant Lucerne
A detailed description of where the material sample was collected: chute
Where the material sample would have been placed if not sampled: HOG RANCH STEM AND SOFFIT POUR STATION 87PLUS28 TO 88PLUS74
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2017-11-16-4-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/07/2017
Date Tested: 12/07/2017
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:
Organization Phone: 9098293029
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 6.01 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) 4870 psi
Maximum load on cylinder 1 139270 lb
Maximum load on cylinder 2 136820 lb
Compressive strength of cylinder 1 4926.4 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4822.7 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 21 days
Age of specimen in hours no data