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Sample Record for 2022-10-01-4

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

Project Information

Project ID: 214336 DEA: 07302404 EFIS: 0713000488 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-101-37/40
Work Description: PADRE JUAN REHAB
Location Description: VEN 101
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4820 McGrath Street, Suite 101, Ventura, CA 93003
Resident Engineer: Alfred Ira Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-10-01-4
TL Number from the TL Form: 22-2591
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: 10/01/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/01/2022
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 6x12 LCBRS cylinder
From where was the sample collected: Manufacturer
Laboratory sample identification: 22-2591
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Batch Plant

Material Information

The concrete mix design number: G3-22LRCBRS-298R
The truck number from where the sample was collected: 101
The batch plant ticket number from where the sample was collected: 8915
Concrete batch plant: Granite Construction Ventura
The fabricator/manufacturer designation for the sample: NA
A detailed description of where the material sample was collected: SKIPLOADER TO WHEELBARROW
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: 2022-10-01-4-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/10/2022
Date Tested: 10/08/2022
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: complies
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 6.02 in
Average diameter of cylinder 2 6.04 in
Cross sectional area of cylinder 1 28.46 in^2
Cross sectional area of cylinder 2 28.65 in^2
Compressive strength (to nearest 10 psi) 4000 psi
Maximum load on cylinder 1 111207 lb
Maximum load on cylinder 2 117298 lb
Compressive strength of cylinder 1 3907.5 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4094.2 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