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Sample Record for 2021-01-22-5

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

Project Information

Project ID: 215039 DEA: 081H4004 EFIS: 0817000031 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-0.4
Work Description: MINOR CONCRETE (MINOR STRUCTURE).
Location Description: SAN BERNARDINO COUNTY IN BARSTOW AT 0.4 MILE EAST OF ROUTE 15
Contractor Name: Pacific Restoration Group Inc
Contractor Address: PO Box 2061, Lake Elsinore, CA 92531-2061
Resident Engineer: Thanh Pham Structure Rep.: Husam Mohd Ankir

Sample Information

DIME Sample ID: 2021-01-22-5
TL Number from the TL Form: 1024-122
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 01/22/2021
Date that the sample was received by the laboratory/organization performing the testing: 01/29/2021
The quantity of what the sample constitutes: 2 cylinders
A brief description of the sample: concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1024-122
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons

Material Information

The concrete mix design number: SC505B38
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: ROBERTSONS
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: DRUM TRUCK
Where the material sample would have been placed if not sampled: STA 1525 I40 BLAIR DITCH CHANNEL
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2021-01-22-5-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/09/2021
Date Tested: 02/01/2021
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
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) 2220 psi
Maximum load on cylinder 1 62380 lb
Maximum load on cylinder 2 62890 lb
Compressive strength of cylinder 1 2206.6 psi
Type of fracture pattern of cylinder 1 5
Compressive strength of cylinder 2 2224.6 psi
Type of fracture pattern of cylinder 2 5
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 10 days
Age of specimen in hours no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.