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Testing Report for 2016-09-28-3-1

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

Project Information

Project ID: 210814 DEA: 041J3204 EFIS: 0414000190 QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-116-13.7
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Scott Hislop Structure Rep.: Clifford Law

Sample Information

DIME Sample ID: 2016-09-28-3
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT SC Sub-unit 3676-106
Sample Organization Contact:
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 09/28/2016
Date that the sample was received by the laboratory/organization performing the testing: 09/29/2016
The quantity of what the sample constitutes: 56.5 CY
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier: 041J3204
Structure name: Retaining Wall Pocket Creek
The fabricator/manufacturer/facility name: Canyon Rock Co Inc

Material Information

The concrete mix design number: 72102503F
The truck number from where the sample was collected: 251
The batch plant ticket number from where the sample was collected: 1159129
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: from mix truck
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2016-09-28-3-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 10/03/2016
Date Tested: 10/03/2016
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email:
Organization Phone: (916) 227-7283
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
Cross sectional area of cylinder 1 28.09 in^2
Cross sectional area of cylinder 2 28.09 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 3600 psi
Average diameter of cylinder 1 5.98 in
Average diameter of cylinder 2 5.98 in
Compressive strength of cylinder 1 3597.6 psi
Compressive strength of cylinder 2 3611.5 psi
Maximum load on cylinder 1 101056 lb
Maximum load on cylinder 2 101446 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 no data
Age of specimen 5 days