Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993150 DEA: 051G9704 EFIS: 0516000008
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-135-11.7/17.8
Work Description: COLD PLANE, OVERLAY ROADWAY WITH RHMA (GAP GRADED) AND ADA CURB RAMPS.
Location Description: SANTA BARBARA COUNTY IN AND NEAR SANTA MARIA FROM LAKEVIEW ROAD TO NORTH SANTA MARIA CONNECTOR
Contractor Name: CAL PORTLAND CONSTRUCTION
Contractor Address: 1625 E. Donovan, Santa Maria, Ca 93454
Resident Engineer: Thomas Petersen Structure Rep.: Unknown
DIME Sample ID: 2022-08-11-63
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Sample Organization Contact:
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 08/11/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/12/2022
The quantity of what the sample constitutes: 10 cy
A brief description of the sample: type 2 concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Calportland/Donaven
The concrete mix design number: 590GN1010
The truck number from where the sample was collected: load 1
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: WHEELBARROW LOAD 1
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-08-11-63-1
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 09/09/2022
Date Tested: 09/09/2022
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2022-08-11-63-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 09/09/2022
Date Tested: 08/18/2022
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
General Comments for this Test: 7 day break
Test Result Compliance: not applicable
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
2
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
Average diameter of cylinder 1
|
6.01 in
|
Average diameter of cylinder 2
|
6.01 in
|
Cross sectional area of cylinder 1
|
28.39 in^2
|
Cross sectional area of cylinder 2
|
28.41 in^2
|
Compressive strength (to nearest 10 psi)
|
2820 psi
|
Maximum load on cylinder 1
|
82872 lb
|
Maximum load on cylinder 2
|
77166 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
|
1
|
Age of specimen
|
7 days
|
Age of specimen in hours
|
173 hours
|
DIME Test ID: 2022-08-11-63-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 09/09/2022
Date Tested: 09/08/2022
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
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 C617 - Sulfur Mortar Cap
|
Average diameter of cylinder 1
|
6.01 in
|
Average diameter of cylinder 2
|
6.01 in
|
Cross sectional area of cylinder 1
|
28.28 in^2
|
Cross sectional area of cylinder 2
|
28.38 in^2
|
Compressive strength (to nearest 10 psi)
|
4040 psi
|
Maximum load on cylinder 1
|
109803 lb
|
Maximum load on cylinder 2
|
118959 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
|
1
|
Age of specimen
|
28 days
|
Age of specimen in hours
|
678 hours
|
DIME Test ID: 2022-08-11-63-4
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/01/2022
Date Tested: 09/22/2022
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
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
|
Apparent mass of submerged cylinder 1
|
1 lb
|
Average diameter of cylinder 1
|
6.01 in
|
Average diameter of cylinder 2
|
6.00 in
|
Cross sectional area of cylinder 1
|
28.32 in^2
|
Cross sectional area of cylinder 2
|
28.3 in^2
|
Compressive strength (to nearest 10 psi)
|
4790 psi
|
Maximum load on cylinder 1
|
128517 lb
|
Maximum load on cylinder 2
|
123695 lb
|
Type of fracture pattern of cylinder 1
|
2
|
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
|
0.00
|
Correction factor for cylinder 2
|
0.00
|
Age of specimen
|
42 days
|
Age of specimen in hours
|
1008 hours
|
Serial number of delivery ticket, if available
|
no data
|