Print Report | Back to Sample Detail

Sample Record for 2020-06-05-15

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

Project Information

Project ID: 209695 DEA: 08347704 EFIS: 0800000616 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-SR-58-0/12.9
Work Description: (Alternative Delivery) The CMGC project will upgrade SR 58 from 2- to 4-lanes in San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Location Description: SR-58 / 395 Kramer Junction project. In San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Contractor Name: KIEWIT INFRASTRUCTURE WEST CO.
Contractor Address: 2215 E 1ST STREET, VANCOUVER, WA 98661
Resident Engineer: Shaine Shahidi Structure Rep.: Osama Abdalla

Sample Information

DIME Sample ID: 2020-06-05-15
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Verification
Type of Material: Concrete
Sample Taken Date: 06/05/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/06/2020
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 06042020-1
Structure unique identifier:
Structure name: KRAMER JUNCTION
The fabricator/manufacturer/facility name: ROBERTSONS

Material Information

The concrete mix design number: 62894R
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: NP
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: ON SITE
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2020-06-05-15-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Cured in accordance with ASTM C511
Verified Date: 06/09/2020
Date Tested: 06/06/2020
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 6
Test performed With no density determined
Cross sectional area of cylinder 1 28.46 in^2
Cross sectional area of cylinder 2 28.46 in^2
Cross sectional area of cylinder 3 28.46 in^2
Capped in accordance with? ASTM C617/CTM521
Cross sectional area of cylinder 4 28.46 in^2
Cross sectional area of cylinder 5 28.46 in^2
Cross sectional area of cylinder 6 28.46 in^2
Average diameter of cylinder 1 6.02 in
Average diameter of cylinder 2 6.02 in
Compressive strength of cylinder 1 6689.0 psi
Compressive strength of cylinder 2 3963.5 psi
Average diameter of cylinder 3 6.02 in
Compressive strength of cylinder 3 4076.6 psi
Compressive strength (to nearest 10 psi) 4490 psi
Average diameter of cylinder 4 6.02 in
Compressive strength of cylinder 4 4008.4 psi
Average diameter of cylinder 5 6.02 in
Compressive strength of cylinder 5 3956.8 psi
Average diameter of cylinder 6 6.02 in
Compressive strength of cylinder 6 4220 psi
Maximum load on cylinder 1 190370 lb
Maximum load on cylinder 2 112800 lb
Maximum load on cylinder 3 116020 lb
Maximum load on cylinder 4 114080 lb
Maximum load on cylinder 5 112610 lb
Maximum load on cylinder 6 120100 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 4
Type of fracture pattern of cylinder 4 2
Type of fracture pattern of cylinder 5 1
Type of fracture pattern of cylinder 6 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
Correction factor for cylinder 3 1
Correction factor for cylinder 4 1
Correction factor for cylinder 5 1
Correction factor for cylinder 6 1
Age of specimen 1 days