Print Report | Back to Test Summary

Testing Report for 2015-10-13-15-1

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

Project Information

DEA: 042G8704
EFIS: 0400021257
Project ID: 209985
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-1-R1.4
Work Description: CONSTRUCT SOIL NAIL WALL, ADDITIONAL SHOULDER, AND GUARDRAIL.
Location Description: MARIN COUNTY IN MILL VALLEY AT 0.03 MILE EAST OF ASH STREET
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Gina Choi
Structure Rep.: Long Ly

Sample Information

DIME Sample ID: 2015-10-13-15
TL Number from the TL Form: 054601
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 227-7283
Type of Sample: Verification
Type of Material: Concrete
Sample Taken Date: 10/13/2015
Date that the sample was received by the laboratory/organization performing the testing: 1/12/2016
The quantity of what the sample constitutes: 2 concrete cylinders
A brief description of the sample: concrete cylinder
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: na

Material Information

The concrete mix design number: 4100A
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: na
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: field
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: 2015-10-13-15-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 1/14/2016
Verified Date: 1/14/2016
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: larry.mccrum@dot.ca.gov
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
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.98 in
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength (to nearest 10 psi): 5790 psi
Maximum load on cylinder 1: 160366 lb
Maximum load on cylinder 2: 164462 lb
Compressive strength of cylinder 1: 5729.4 psi
Type of fracture pattern of cylinder 1: 1
Compressive strength of cylinder 2: 5854.8 psi
Type of fracture pattern of cylinder 2: 4
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: 93 days
Age of specimen in hours: no data