Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213099 DEA: 041A6614 EFIS: 0415000291 COOP: 042683A1
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-101-8.4
Work Description: CONSTRUCTION ON STATE HIGHWAY IN MARIN COUNTY IN LARKSPUR
Location Description:
Contractor Name: Disney Construction
Contractor Address: 533 airport Blvd, Suite 120, Burlingame, CA 94010
Resident Engineer: Steven Russell Structure Rep.: Long Ly
DIME Sample ID: 2021-07-30-27
TL Number from the TL Form:
Sample Submitted By Organization: Disney Construction, Incorporated
Sample Organization Contact: (707) 812-0766
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 07/30/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/02/2021
The quantity of what the sample constitutes: 37 CY
A brief description of the sample: Concrete Mix SL-3172 CE
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Existing Bents G10, G9, G8, G7
The fabricator/manufacturer/facility name: Shamrock Materials Inc
The concrete mix design number: SL-3172CE
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Back of truck discharge chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2021-07-30-27-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C39 - Ground End Cured in accordance with ASTM C511
Verified Date: 09/03/2021
Date Tested: 08/06/2021
Submitted By Organization: Disney Construction, Incorporated
Organization Address: 533 Airport Blvd Ste 120,
Organization City: Burlingame
Organization State: CA
Organization Zipcode: 94010
Organization Email: hcastillo@disneyconstruction.com
Organization Phone: (707) 812-0766
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 C39 - Ground End
|
|
Compressive strength of cylinder (to nearest 10 psi)
|
4510 psi
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Maximum load on cylinder 1
|
56720 lb
|
|
Type of fracture pattern of cylinder 1
|
4
|
|
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
|
DIME Test ID: 2021-07-30-27-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C39 - Ground End Cured in accordance with ASTM C511
Verified Date: 09/03/2021
Date Tested: 08/27/2021
Submitted By Organization: Disney Construction, Incorporated
Organization Address: 533 Airport Blvd Ste 120,
Organization City: Burlingame
Organization State: CA
Organization Zipcode: 94010
Organization Email: hcastillo@disneyconstruction.com
Organization Phone: (707) 812-0766
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
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
|
|
Capped in accordance with?
|
ASTM C39 - Ground End
|
|
Compressive strength (to nearest 10 psi)
|
6920 psi
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Maximum load on cylinder 1
|
87380 lb
|
|
Maximum load on cylinder 2
|
84480 lb
|
|
Maximum load on cylinder 3
|
89270 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Type of fracture pattern of cylinder 2
|
4
|
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Type of fracture pattern of cylinder 3
|
4
|
|
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
|
27 days
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