Print Report | Back to Test Summary

Testing Report for 2019-07-12-1-1

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

Project Information

DEA: 042640N4
EFIS: 0412000649
Project ID: 213002
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN,SON-101-MRN27.0/27.6SON0.0/4.5
Work Description: CONSTRUCT HOV LANES
Location Description: MARIN AND SONOMA COUNTIES IN AND NEAR PETALUMA FROM 0.6 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE TO 0.3 MILE SOUTH OF EAST WASHINGTON STREET OVER CROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Hal Streater
Structure Rep.: Brian Beaudoin

Sample Information

DIME Sample ID: 2019-07-12-1
TL Number from the TL Form:
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: 7/12/2019
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 98 CY
A brief description of the sample: 2 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: RW97
The fabricator/manufacturer/facility name: Shamrock Materials

Material Information

The concrete mix design number: 4201A
The truck number from where the sample was collected: 1448
The batch plant ticket number from where the sample was collected: 479299
Concrete batch plant: Shamrock Materials
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: RW97
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2019-07-12-1-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 8/9/2019
Capped in accordance with: ASTM C617/CTM521
Verified Date: 8/9/2019
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
Cross sectional area of cylinder 1: 28.45 in^2
Cross sectional area of cylinder 2: 28.45 in^2
Capped in accordance with?: ASTM C617/CTM521
Compressive strength (to nearest 10 psi): 4970 psi
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Compressive strength of cylinder 1: 4956.9 psi
Compressive strength of cylinder 2: 4979.5 psi
Maximum load on cylinder 1: 141023 lb
Maximum load on cylinder 2: 141666 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: 28 days