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Sample Record for 2022-10-19-51

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

Project Information

Project ID: 214670 DEA: 07331004 EFIS: 0716000220 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-101-9.0/9.2
Work Description: CONCRETE SLAB REPLACEMENT & GRIND, PAVEMENT & RESURFACE ACE
Location Description: VENTURA COUNTY IN THOUSAND OAKS FROM NORTHBOUND OFF-RAMP TO SOUTHBOUND OFF-RAMP AT CONEJO COMMERCIAL VEHICLE ENFORCEMENT FACILITIES
Contractor Name: POWELL CONSTRUCTORS INC
Contractor Address: 8555 BANANA AVE, FONTANA, CA 92335
Resident Engineer: Ranjit Singh Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-10-19-51
TL Number from the TL Form:
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 10/19/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/20/2022
The quantity of what the sample constitutes: 10CY
A brief description of the sample: LCB
From where was the sample collected: Job Site
Laboratory sample identification: 22-2783
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Powell Construction

Material Information

The concrete mix design number: s30c396L0A
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 589884
Concrete batch plant: National Ready Mix
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Chute discharge into wheel barrel
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: 2022-10-19-51-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/27/2022
Date Tested: 10/26/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
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 - Sulfur Mortar Cap
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.01 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 540 psi
Maximum load on cylinder 1 15251 lb
Maximum load on cylinder 2 15265 lb
Compressive strength of cylinder 1 539.5 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 538.1 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 7 days
Age of specimen in hours 0 hours