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Testing Report for 2016-02-22-2-5

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

Project Information

DEA: 042640U4
EFIS: 0412000195
Project ID: 7463
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-101-0.9/3.6
Work Description: CONSTRUCT PETALUMA BLVD SOUTH INTERCHANGE, REPLACE PETALUMA RIVER BR
Location Description: SONOMA COUNTY IN AND NEAR PETALUMA FROM GUNN DRIVE TO ROUTE 101/116 SEPARATION AND OVERHEAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Richard Duncan
Structure Rep.: Brian Beaudoin

Sample Information

DIME Sample ID: 2016-02-22-2
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT SC Sub-unit 3674-102
Sample Organization Contact:
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 2/22/2016
Date that the sample was received by the laboratory/organization performing the testing: 2/24/2016
The quantity of what the sample constitutes: 1209 CY
A brief description of the sample: 6 6x12 Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier: 200295
Structure name: Petaluma River Bridge
The fabricator/manufacturer/facility name: Shamrock

Material Information

The concrete mix design number: 4100A MASTERLIFE
The truck number from where the sample was collected: 1203
The batch plant ticket number from where the sample was collected: 435657
Concrete batch plant: 04
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: CHUTE FROM TRUCK
Where the material sample would have been placed if not sampled: Deck Stage 2
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2016-02-22-2-5
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 2/29/2016
Verified Date: 2/29/2016
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): 4580 psi
Maximum load on cylinder 1: 129535 lb
Maximum load on cylinder 2: 127288 lb
Compressive strength of cylinder 1: 4627.9 psi
Type of fracture pattern of cylinder 1: 1
Compressive strength of cylinder 2: 4531.4 psi
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: 7 days
Age of specimen in hours: no data