Sample Record for 2016-09-19-19
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 209187 DEA: 04235624 EFIS: 0400000678 COOP: 042583
QA Service Level: 1
DIST-CO-RTE-PM: 04-SCL,SM-101-52.0/52.6,0.0/0.6
Work Description: BRIDGE REPLACEMENT
Location Description: SANTA CLARA AND SAN MATEO COUNTIES IN PALO ALTO AND EAST PALO ALTO FROM OREGON EXPRESSWAY OVERCROSSING TO 0.3 MILE SOUTH OF UNIVERSITY AVENUE OVERCROSSING
Contractor Name: GHILOTTI BROS / RM HARRIS JV
Contractor Address: 525 JACOBY STREET, SAN RAFAEL CA 94901
Resident Engineer: Fernando Abela Structure Rep.: Yannaing Tun
Sample Information
DIME Sample ID: 2016-09-19-19
TL Number from the TL Form: Unknown
Sample Submitted By Organization: Twining, Incorporated - Sacramento
Sample Organization Contact: 916-649-9000
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 09/19/2016
Date that the sample was received by the laboratory/organization performing the testing: 09/21/2016
The quantity of what the sample constitutes: 4 cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: Central Concrete
Material Information
The concrete mix design number: D15PP562
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: 18287100
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Abutment 5 Pier 3
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 2
DIME Test ID: 2016-09-19-19-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
Verified Date: 02/23/2018
Date Tested: 09/26/2016
Submitted By Organization: Twining, Incorporated - Sacramento
Organization Address: 1572 Santa Ana Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95838
Organization Email: tcarter@twininginc.com
Organization Phone: 916-649-9000
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
1
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength of cylinder (to nearest 10 psi)
|
3850 psi
|
Average diameter of cylinder 1
|
6.00 in
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Maximum load on cylinder 1
|
108900 lb
|
Type of fracture pattern of cylinder 1
|
1
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
Correction factor for cylinder 1
|
1
|
Age of specimen
|
7 days
|
Test 2 of 2
DIME Test ID: 2016-09-19-19-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
Verified Date: 02/23/2018
Date Tested: 10/17/2016
Submitted By Organization: Twining, Incorporated - Sacramento
Organization Address: 1572 Santa Ana Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95838
Organization Email: tcarter@twininginc.com
Organization Phone: 916-649-9000
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
2
|
Test performed
|
With no density determined
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength (to nearest 10 psi)
|
5010 psi
|
Average diameter of cylinder 1
|
6.00 in
|
Average diameter of cylinder 2
|
6.00 in
|
Maximum load on cylinder 1
|
142290 lb
|
Maximum load on cylinder 2
|
141000 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
|