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Sample Record for 2023-07-20-28

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

Project Information

Project ID: 994062 DEA: 010F5104 EFIS: 0116000015 QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN,HUM-101-R106.2/T106.8
Work Description: SOUTH FORK EEL RIVER BRIDGE SEISMIC
Location Description: MENDOCINO AND HUMBOLDT COUNTIES NEAR COOKS VALLEY FROM 0.4 MILE SOUTH OF SOUTH FORK EEL RIVER BRIDGE TO 0.1 MILE NORTH OF ROUTE 271
Contractor Name: J.F. SHEA CONSTRUCTION, INC.
Contractor Address: 667 BREA CANYON ROAD, SUITE 3, WALNUT CA 91789
Resident Engineer: Joaquin Rodriguez Structure Rep.: George Moore

Sample Information

DIME Sample ID: 2023-07-20-28
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - District 1 Materials Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Verification
Type of Material: Concrete
Sample Taken Date: 07/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/21/2023
The quantity of what the sample constitutes: unknown
A brief description of the sample: 3 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: C0162
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer Fraser Fortuna PCC

Material Information

The concrete mix design number: MFStructural 3-8Slag
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: Unknown
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Truck
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: 2023-07-20-28-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/27/2023
Date Tested: 07/27/2023
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test: 7 day Break 7/27/23
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 C1231 - Unbonded Elastomeric Pad 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 12.6 in^2
Cross sectional area of cylinder 2 12.6 in^2
Cross sectional area of cylinder 3 12.6 in^2
Compressive strength (to nearest 10 psi) 6010 psi
Maximum load on cylinder 1 77530 lb
Maximum load on cylinder 2 75280 lb
Maximum load on cylinder 3 74260 lb
Type of fracture pattern of cylinder 1 5
Type of fracture pattern of cylinder 2 5
Type of fracture pattern of cylinder 3 5
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
Correction factor for cylinder 3 1
Age of specimen 7 days
Age of specimen in hours no data0 hours