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Sample Record for 2022-10-06-77

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: 2022-10-06-77
TL Number from the TL Form: 22-2652
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 10/06/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/07/2022
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 6x12 JPCP cylinders
From where was the sample collected: Manufacturer
Laboratory sample identification: 22-2652
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Ventura

Material Information

The concrete mix design number: G3-20-PCC-208
The truck number from where the sample was collected: 7
The batch plant ticket number from where the sample was collected: 9024
Concrete batch plant: Granite Construction Ventura
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Loader to wheelborrow
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: 2022-10-06-77-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/17/2022
Date Tested: 11/17/2022
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 3
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.00 in
Average diameter of cylinder 3 6.01 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.27 in^2
Cross sectional area of cylinder 3 28.37 in^2
Compressive strength (to nearest 10 psi) 4590 psi
Maximum load on cylinder 1 132136 lb
Maximum load on cylinder 2 128746 lb
Maximum load on cylinder 3 129154 lb
Compressive strength of cylinder 1 4,657.6 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4,554.2 psi
Compressive strength of cylinder 3 4,552.5 psi
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 2
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1.00
Correction factor for cylinder 2 1.00
Correction factor for cylinder 3 1.00
Age of specimen 42 days
Age of specimen in hours no data0 hours