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Sample Record for 2020-08-14-22

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

Project Information

Project ID: 213747 DEA: 080Q9104 EFIS: 0800020580 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-R23.8
Work Description: RETROFIT BRIDGE PIER WALLS, FOOTINGS AND POLYESTER CONCRETE OVERLAY.
Location Description: SAN BERNARDINO COUNTY IN COLTON AT THE SANTA ANA RIVER BRIDGES
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606-4414
Resident Engineer: Roberto Castro Structure Rep.: Ching Chuang

Sample Information

DIME Sample ID: 2020-08-14-22
TL Number from the TL Form: 1
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: 08/14/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/14/2020
The quantity of what the sample constitutes: Unknown Quantity
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1017-814
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Holiday Rock

Material Information

The concrete mix design number: 3H36LH001
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: Unknown
Concrete batch plant: Holliday Rock Company San Bernadino 2
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Unknown
Where the material sample would have been placed if not sampled: Pier wall 5L Fotting
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2020-08-14-22-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/11/2020
Date Tested: 09/11/2020
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
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Capped in accordance with? ASTM C617/CTM521
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) 5070 psi
Maximum load on cylinder 1 143220 lb
Maximum load on cylinder 2 143530 lb
Compressive strength of cylinder 1 5066.1 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 5077.1 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 1
Age of specimen 28 days
Age of specimen in hours 0 hours