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Sample Record for 2015-08-16-1

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

Project Information

Project ID: 208869 DEA: 08368504 EFIS: 0800000628 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-177.3/181.1
Work Description: CONSTRUCT COMMERCIAL VEHICLE ENFORCEMENT FACILITY (CVEF)
Location Description: SAN BERNARDINO COUNTY FROM 1.2 MILES NORTH OF NIPTON ROAD OVERCROSSING TO 0.5 MILE SOUTH OF YATES WELL ROAD OVERCROSSING
Contractor Name: Las Vegas Paving Corporation
Contractor Address: 4420 S Decatur Blvd, Las Vegas, NV 89103
Resident Engineer: John Santos Structure Rep.: Lawrence Monsalud

Sample Information

DIME Sample ID: 2015-08-16-1
TL Number from the TL Form: 082115
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 08/16/2015
Date that the sample was received by the laboratory/organization performing the testing: 08/24/2015
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 871-15
Structure unique identifier: FROM YATES WELL RD TO NIPTON RD
Structure name: FOOTING CANYON 1 CVEF FACILITY
The fabricator/manufacturer/facility name: JOB

Material Information

The concrete mix design number: NP
The truck number from where the sample was collected: 8070
The batch plant ticket number from where the sample was collected: 457971
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: NP
Where the material sample would have been placed if not sampled: Unknown
From Lot No.:
Bag Lot No.:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2015-08-16-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/24/2015
Date Tested: 08/24/2015
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: 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 6.01 in
Average diameter of cylinder 2 6.01 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 4450 psi
Maximum load on cylinder 1 125410 lb
Maximum load on cylinder 2 127330 lb
Compressive strength of cylinder 1 4420.5 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 4488.2 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 no data
Age of specimen 8 days
Age of specimen in hours no data

Test 2 of 3

DIME Test ID: 2015-08-16-1-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/31/2015
Date Tested: 08/30/2015
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: 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 6.01 in
Average diameter of cylinder 2 6.01 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 4810 psi
Maximum load on cylinder 1 136910 lb
Maximum load on cylinder 2 135780 lb
Compressive strength of cylinder 1 4825.9 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 4786.0 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 14 days
Age of specimen in hours no data

Test 3 of 3

DIME Test ID: 2015-08-16-1-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/14/2015
Date Tested: 09/13/2015
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: 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 6.01 in
Average diameter of cylinder 2 6.01 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 5810 psi
Maximum load on cylinder 1 163640 lb
Maximum load on cylinder 2 165970 lb
Compressive strength of cylinder 1 5768.1 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 5850.2 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