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Sample Record for 2021-09-08-4

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

Project Information

Project ID: 214579 DEA: 010B0904 EFIS: 0100020444 QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-8.2/8.7
Work Description: BRIDGE REPLACEMENT
Location Description: DEL NORTE COUNTY NEAR KLAMATH AT PANTHER CREEK BRIDGE AND AT HUNTER CREEK BRIDGE
Contractor Name: Golden State Bridge, Inc
Contractor Address: 3701 Mallard Dr., Benicia, CA 94510
Resident Engineer: Ryan Dunne Structure Rep.: Bryan Keene

Sample Information

DIME Sample ID: 2021-09-08-4
TL Number from the TL Form: 010522
Sample Submitted By Organization: CT D01 - Field Laboratory
Sample Organization Contact: (707) 445-6373
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 09/08/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/09/2021
The quantity of what the sample constitutes: unkown
A brief description of the sample: unknown
From where was the sample collected: Job Site
Laboratory sample identification: C0111
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: unknown

Material Information

The concrete mix design number: unknown
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: unknown
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: 2021-09-08-4-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/12/2021
Date Tested: 09/22/2021
Submitted By Organization: CT D01 - Field Laboratory
Organization Address: 1726 Albee St,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 445-6373
General Comments for this Test: 14 day break
Test Result Compliance:
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 6.00 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.3 in^2
Cross sectional area of cylinder 2 28.3 in^2
Compressive strength (to nearest 10 psi) 6180 psi
Maximum load on cylinder 1 178390 lb
Maximum load on cylinder 2 171330 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 1
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 14 days
Age of specimen in hours 0 hours

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2021-09-08-4-2CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders09/09/202110/06/2021Leif AyresCT D01 - Field Laboratory28 Day BreaksShawn Tauscher