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Sample Record for 2022-09-09-22

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

Project Information

Project ID: 993847 DEA: 081M8604 EFIS: 0822000056 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-180.2/186.2
Work Description: COLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HMA (GAP GRADED).
Location Description: SAN BERNARDINO COUNTY ABOUT 43 MILES NORTH OF BAKER FROM 0.5 MILE SOUTH OF YATES WELL ROAD OVERCROSSING TO NEVADA STATE LINE
Contractor Name: LAS VEGAS PAVING CORPORATIO
Contractor Address: 4420 SOUTH DECATUR BLV, LAS VEGAS NEVADA 8910
Resident Engineer: KHOA NGUYEN Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-09-09-22
TL Number from the TL Form: 02
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: 09/09/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/09/2022
The quantity of what the sample constitutes: 2
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1046-02
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Las Vegs Paving Company-Las Vegas

Material Information

The concrete mix design number: P40F023
The truck number from where the sample was collected: 1
The batch plant ticket number from where the sample was collected: 1075779
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete Barrier Type 505D Wall
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2022-09-09-22-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Cured in accordance with ASTM C511
Verified Date: 12/13/2022
Date Tested: 10/07/2022
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
Cross sectional area of cylinder 1 12.57 in^2
Cross sectional area of cylinder 2 12.57 in^2
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Compressive strength (to nearest 10 psi) 4190 psi
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Compressive strength of cylinder 1 4327.0 psi
Compressive strength of cylinder 2 4058.1 psi
Maximum load on cylinder 1 54390 lb
Maximum load on cylinder 2 51010 lb
Type of fracture pattern of cylinder 1 2
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 1
Age of specimen 28 days