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Testing Report for 2015-10-01-6-5

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

Project Information

DEA: 04235624
EFIS: 0400000678
Project ID: 209187
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: Unknown
Contractor Address: Unknown
Resident Engineer: Fernando Abela
Structure Rep.: Yannaing Tun

Sample Information

DIME Sample ID: 2015-10-01-6
TL Number from the TL Form: Unknown
Sample Submitted By Organization: Summit Associates
Sample Organization Contact: 208-908-3498
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 10/1/2015
Date that the sample was received by the laboratory/organization performing the testing: 10/2/2015
The quantity of what the sample constitutes: One Sample Every 100 CY
A brief description of the sample: 4 EA 6x12 Compression Cylinder
From where was the sample collected: Job Site
Laboratory sample identification: 150171
Structure unique identifier: 350348
Structure name: Abutment 5 Wall
The fabricator/manufacturer/facility name: Central Concrete

Material Information

The concrete mix design number: D15PP562
The truck number from where the sample was collected: 7127
The batch plant ticket number from where the sample was collected: 18099536
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Truck Chute
Where the material sample would have been placed if not sampled: Abutment 5 Wall
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2015-10-01-6-5
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 10/29/2015
Verified Date: 1/13/2016
Submitted By Organization: Summit Associates
Organization Address: 2300 Clayton Road, Suite 1380,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: Kittric.guest@summitcm.com
Organization Phone: 208-908-3498
General Comments for this Test:
Test Result Compliance: complies
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 C1231
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 6240 psi
Maximum load on cylinder 1: 175950 lb
Maximum load on cylinder 2: 176680 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 28 days
Age of specimen in hours: no data