Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994090 DEA: 01434804 EFIS: 0100000672
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-1-62.0/62.3
Work Description: Pudding Creek Bridge Widening
Location Description: MENDOCINO COUNTY IN FORT BRAGG FROM ELM STREET TO PUDDING CREEK ROAD 421
Contractor Name: MCM Construction, Inc.
Contractor Address: P.O. Box 620, North Highland, CA 95660
Resident Engineer: Roozbeh Hadipour Structure Rep.: David Rivas
DIME Sample ID: 2023-06-21-76
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - Redwood Valley Field Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 06/21/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/23/2023
The quantity of what the sample constitutes: 10 CY
A brief description of the sample: 7.2 Sk Structural (Corrosive)
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 10-0158
Structure name: Pudding Creek Bridge
The fabricator/manufacturer/facility name: geoaggregates
The concrete mix design number: 7-Sk-Structual
The truck number from where the sample was collected: 09
The batch plant ticket number from where the sample was collected: 24410
Concrete batch plant: Geoaggregates
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Back of Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-06-21-76-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/25/2023
Date Tested: 07/21/2023
Submitted By Organization: CT D01 - Redwood Valley Field Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
3
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
Average diameter of cylinder 1
|
4.00 in
|
Average diameter of cylinder 2
|
4.00 in
|
Average diameter of cylinder 3
|
4.00 in
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
Compressive strength (to nearest 10 psi)
|
7370 psi
|
Maximum load on cylinder 1
|
93180 lb
|
Maximum load on cylinder 2
|
92250 lb
|
Maximum load on cylinder 3
|
92340 lb
|
Compressive strength of cylinder 1
|
7412.9 psi
|
Type of fracture pattern of cylinder 1
|
1
|
Compressive strength of cylinder 2
|
7338.9 psi
|
Compressive strength of cylinder 3
|
7346.1 psi
|
Type of fracture pattern of cylinder 2
|
1
|
Type of fracture pattern of cylinder 3
|
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
|
Correction factor for cylinder 3
|
1
|
Age of specimen
|
29 days
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2023-06-21-76-2
Test Method: CTM 556-March 2016: Method of Test for Slump of Fresh Portland Cement Concrete
Verified Date: 07/25/2023
Date Tested: 06/23/2023
Submitted By Organization: CT D01 - Redwood Valley Field Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2023-06-21-76-3
Test Method: CTM 557-July 2012: Method of Test for Temperature of Freshly Mixed Portland Cement Concrete
Verified Date: 07/25/2023
Date Tested: 06/23/2023
Submitted By Organization: CT D01 - Redwood Valley Field Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Temperature of the freshly mixed concrete
|
65 F
|