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Testing Report for 2020-12-29-5-2

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

Project Information

DEA: 010B0904
EFIS: 0100020444
Project ID: 214579
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: Unknown
Contractor Address: Unknown
Resident Engineer: Ryan Dunne
Structure Rep.: Bryan Keene

Sample Information

DIME Sample ID: 2020-12-29-5
TL Number from the TL Form:
Sample Submitted By Organization: Golden State Bridge, Inc
Sample Organization Contact: (415) 720-6577
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 12/29/2020
Date that the sample was received by the laboratory/organization performing the testing: 12/31/2020
The quantity of what the sample constitutes: 23 CY
A brief description of the sample: Structure Concrete
From where was the sample collected: Job Site
Laboratory sample identification: C7617A-D
Structure unique identifier:
Structure name: Panther Creek Temp Bridge
The fabricator/manufacturer/facility name: Tidewater Constractors

Material Information

The concrete mix design number: 3-4_CIDH-TEMP
The truck number from where the sample was collected: 95
The batch plant ticket number from where the sample was collected: 3221
Concrete batch plant: Tidewater Contractor
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Abutment no. 2 - Left Pile
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2020-12-29-5-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 1/26/2021
Verified Date: 2/18/2021
Submitted By Organization: Golden State Bridge, Inc
Organization Address: 3701 Mallard Drive ,
Organization City: Benicia
Organization State: CA
Organization Zipcode: 94510
Organization Email: paul@gsbridge.com
Organization Phone: (415) 720-6577
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 5480 psi
Maximum load on cylinder 1: 158740 lb
Maximum load on cylinder 2: 150900 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: 27 days
Age of specimen in hours: no data