Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2015-10-13-12
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: 10/13/2015
Date that the sample was received by the laboratory/organization performing the testing: 10/14/2015
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: 150177
Structure unique identifier: 350348
Structure name: Bridge Deck
The fabricator/manufacturer/facility name: Central Concrete
The concrete mix design number: D15PP562
The truck number from where the sample was collected: 1244
The batch plant ticket number from where the sample was collected: 18106021
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: Bridge Deck
From Lot No.:
Bag Lot No.:
DIME Test ID: 2015-10-13-12-1
Test Method: ASTM C1064-12: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 01/13/2016
Date Tested: 10/13/2015
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:
Additional Comments When Verified:
DIME Test ID: 2015-10-13-12-2
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 01/13/2016
Date Tested: 10/13/2015
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:
Additional Comments When Verified:
Identification of concrete represented by the sample
|
150177
|
Volume of the measure
|
0.25 ft^3
|
Density of concrete
|
157 lb/ft^3
|
Yield of concrete
|
no data
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Relative yield of the batch
|
no data
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Cement content
|
no data
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Air content
|
no data
|
DIME Test ID: 2015-10-13-12-3
Test Method: ASTM C143-15a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 01/13/2016
Date Tested: 10/13/2015
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:
DIME Test ID: 2015-10-13-12-4
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/13/2016
Date Tested: 10/19/2015
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:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
1
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C1231
|
Average diameter of cylinder 1
|
6.00 in
|
Compressive strength of cylinder (to nearest 10 psi)
|
3850 psi
|
Maximum load on cylinder 1
|
108940 lb
|
Type of fracture pattern of cylinder 1
|
5
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
Correction factor for cylinder 1
|
1
|
Age of specimen
|
6 days
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2015-10-13-12-5
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/13/2016
Date Tested: 11/10/2015
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:
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)
|
6270 psi
|
Maximum load on cylinder 1
|
177370 lb
|
Maximum load on cylinder 2
|
177000 lb
|
Type of fracture pattern of cylinder 1
|
2
|
Type of fracture pattern of cylinder 2
|
2
|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
|
1
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Correction factor for cylinder 2
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no data
|
Age of specimen
|
28 days
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Age of specimen in hours
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no data
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