Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210032 DEA: 044A0904 EFIS: 0415000178
QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-29,101-47.0/47.2
Work Description: BRIDGE REPLACEMENT.
Location Description: NAPA COUNTY ABOUT 6. MILES NORTH OF CALISTOGA AT TROUTDALE CREEK BRIDGE.
Contractor Name: GORDON N BALL INC
Contractor Address: 333 CAMILLE AVENUE, ALAMO CA 94507
Resident Engineer: Syd Valeh Structure Rep.: Jonathan Chi
DIME Sample ID: 2015-10-07-11
TL Number from the TL Form: Unknown
Sample Submitted By Organization: RMA Group - Rancho Cordova
Sample Organization Contact: (916) 631-7194
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 10/07/2015
Date that the sample was received by the laboratory/organization performing the testing: 10/08/2015
The quantity of what the sample constitutes: 100 cy
A brief description of the sample: PCC
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier: Unknown
Structure name: Troutdale Creek Bridge
The fabricator/manufacturer/facility name: Harold Smith and Sons
The concrete mix design number: CT2-25PC
The truck number from where the sample was collected: Truck No 70
The batch plant ticket number from where the sample was collected: 122471
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Load 1
Where the material sample would have been placed if not sampled: 742 Barrier Rail
From Lot No.:
Bag Lot No.:
DIME Test ID: 2015-10-07-11-1
Test Method: ASTM C143-15a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Submitted By Organization: RMA Group - Rancho Cordova
Organization Address: 3150 Fitzgerald Road,
Organization City: Rancho Cordova
Organization State: CA
Organization Zipcode: 95742
Organization Email: mlowrance@rmacompanies.com
Organization Phone: (916) 631-7194
Data has not been verified.
DIME Test ID: 2015-10-07-11-2
Test Method: ASTM C1064-12: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Submitted By Organization: RMA Group - Rancho Cordova
Organization Address: 3150 Fitzgerald Road,
Organization City: Rancho Cordova
Organization State: CA
Organization Zipcode: 95742
Organization Email: mlowrance@rmacompanies.com
Organization Phone: (916) 631-7194
Data has not been verified.
DIME Test ID: 2015-10-07-11-3
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Submitted By Organization: RMA Group - Rancho Cordova
Organization Address: 3150 Fitzgerald Road,
Organization City: Rancho Cordova
Organization State: CA
Organization Zipcode: 95742
Organization Email: mlowrance@rmacompanies.com
Organization Phone: (916) 631-7194
Data has not been verified.
DIME Test ID: 2015-10-07-11-4
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Submitted By Organization: RMA Group - Rancho Cordova
Organization Address: 3150 Fitzgerald Road,
Organization City: Rancho Cordova
Organization State: CA
Organization Zipcode: 95742
Organization Email: mlowrance@rmacompanies.com
Organization Phone: (916) 631-7194
Data has not been verified.
DIME Test ID: 2015-10-07-11-5
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/13/2020
Date Tested: 11/04/2015
Submitted By Organization: RMA Group - Rancho Cordova
Organization Address: 3150 Fitzgerald Road,
Organization City: Rancho Cordova
Organization State: CA
Organization Zipcode: 95742
Organization Email: mlowrance@rmacompanies.com
Organization Phone: (916) 631-7194
General Comments for this Test:
Test Result Compliance:
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)
|
5370 psi
|
Maximum load on cylinder 1
|
151020 lb
|
Maximum load on cylinder 2
|
152470 lb
|
Type of fracture pattern of cylinder 1
|
3
|
Type of fracture pattern of cylinder 2
|
5
|
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
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no data
|