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Sample Record for 2021-09-01-61

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

Project Information

Project ID: 215753 DEA: 050N72U4 EFIS: 0520000169 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-4.4/R7.7
Work Description: Please cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B.
Location Description: 101 freeway in Summerland, CA
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 5335 Debbie Road, Santa Barbara, CA 93111
Resident Engineer: Taylor Merlo Structure Rep.: Emiliano Berntsen

Sample Information

DIME Sample ID: 2021-09-01-61
TL Number from the TL Form:
Sample Submitted By Organization: Sequoia Consultants
Sample Organization Contact: (714) 974-6316
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 09/01/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/01/2021
The quantity of what the sample constitutes: 3 cylinders
A brief description of the sample: PCC
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hanson - Goleta

Material Information

The concrete mix design number: 72521HOP
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 41706
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: CIDH Pile NB 1-4
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2021-09-01-61-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/11/2021
Date Tested: 09/29/2021
Submitted By Organization: Sequoia Consultants
Organization Address: 361 West Grove Avenue,
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: sranjan@sequoiacon.com
Organization Phone: 1 (714) 974-6316
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
Apparent mass of submerged cylinder 1 29 lb
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Average diameter of cylinder 3 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Cross sectional area of cylinder 3 28.27 in^2
Compressive strength (to nearest 10 psi) 6630 psi
Maximum load on cylinder 1 179350 lb
Maximum load on cylinder 2 189530 lb
Maximum load on cylinder 3 185150 lb
Type of fracture pattern of cylinder 1 2
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 7 days
Age of specimen in hours 0 hours
Serial number of delivery ticket, if available no data