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Sample Record for 2022-02-11-24

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Project Information

Project ID: 212775 DEA: 024F2204 EFIS: 0212000073 QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-3-58.7/61.9
Work Description: REPLACE STRUCTURAL CONCRETE BRIDGE AND CULVERTS AND PLACE HMA.
Location Description: TRINITY COUNTY NEAR TRINITY CENTER FROM 58.7 MILES NORTH OF PREACHER MEADOWS ROAD TO 60.7 MILES SOUTH OF EL DORADO WAY
Contractor Name: MCCULLOUGH CONSTRUCTION INC
Contractor Address: 57 Alder Grove Road., Arcata, CA 95521
Resident Engineer: Mandhir Grewal Structure Rep.: Mike Sears

Sample Information

DIME Sample ID: 2022-02-11-24
TL Number from the TL Form:
Sample Submitted By Organization: Kie-Con, Incorporated - Antioch
Sample Organization Contact: (925) 331-7122
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 02/11/2022
Date that the sample was received by the laboratory/organization performing the testing: 02/11/2022
The quantity of what the sample constitutes: 3
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: KIECON

Material Information

The concrete mix design number: K5070-500CP Air
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 113533
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: WFG Bed
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: 2022-02-11-24-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/25/2022
Date Tested: 02/14/2022
Submitted By Organization: Kie-Con, Incorporated - Antioch
Organization Address: 3551 Wilbur Avenue,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: gregory.lask@kiewit.com
Organization Phone: (925) 331-7122
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Average diameter of cylinder 3 4.00 in
Cross sectional area of cylinder 1 12.57 in^2
Cross sectional area of cylinder 2 12.57 in^2
Cross sectional area of cylinder 3 12.57 in^2
Compressive strength (to nearest 10 psi) 6460 psi
Maximum load on cylinder 1 82370 lb
Maximum load on cylinder 2 81360 lb
Maximum load on cylinder 3 79770 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 1
Type of fracture pattern of cylinder 3 4
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 0
Correction factor for cylinder 2 0
Correction factor for cylinder 3 0
Age of specimen 2 days
Age of specimen in hours 0 hours