Sample Record for 2022-09-13-12
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
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
Sample Information
DIME Sample ID: 2022-09-13-12
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: 09/13/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/13/2022
The quantity of what the sample constitutes: 10 Cy
A brief description of the sample: Class 2 Concrete
From where was the sample collected: Manufacturer
Laboratory sample identification: 220913A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Calportland/Donaven
Material Information
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: load 1
Concrete batch plant: 590GN1010
The fabricator/manufacturer designation for the sample: Class 2 concrete
A detailed description of where the material sample was collected: On Job Site at Concrete Truck
Where the material sample would have been placed if not sampled: concrete barrier
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 4
DIME Test ID: 2022-09-13-12-1
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 09/21/2022
Date Tested: 09/13/2022
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:
Test 2 of 4
DIME Test ID: 2022-09-13-12-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
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: 93454
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone:
This test has been superseded on 10/14/2022. The corrected test ID is: 2022-09-13-12-4
Reason: retested
Test 3 of 4
DIME Test ID: 2022-09-13-12-3
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/01/2022
Date Tested: 10/25/2022
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
|
3
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
no data
|
Apparent mass of submerged cylinder 1
|
0 lb
|
Average diameter of cylinder 1
|
4.01 in
|
Average diameter of cylinder 2
|
4.01 in
|
Average diameter of cylinder 3
|
4.00 in
|
Cross sectional area of cylinder 1
|
12.6 in^2
|
Cross sectional area of cylinder 2
|
12.6 in^2
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
Compressive strength (to nearest 10 psi)
|
4790 psi
|
Maximum load on cylinder 1
|
58613 lb
|
Maximum load on cylinder 2
|
63142 lb
|
Maximum load on cylinder 3
|
59290 lb
|
Type of fracture pattern of cylinder 1
|
3
|
Type of fracture pattern of cylinder 2
|
4
|
Type of fracture pattern of cylinder 3
|
3
|
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
|
Correction factor for cylinder 3
|
0.00
|
Age of specimen
|
42 days
|
Age of specimen in hours
|
1008 hours
|
Serial number of delivery ticket, if available
|
no data
|
Test 4 of 4
DIME Test ID: 2022-09-13-12-4
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/14/2022
Date Tested: 10/11/2022
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: Complies
The test was superseded from test ID: 2022-09-13-12-2
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?
|
no data
|
Apparent mass of submerged cylinder 1
|
0 lb
|
Average diameter of cylinder 1
|
4.00 in
|
Average diameter of cylinder 2
|
4.01 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
|
12.6 in^2
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
Compressive strength (to nearest 10 psi)
|
4240 psi
|
Maximum load on cylinder 1
|
52029 lb
|
Maximum load on cylinder 2
|
52029 lb
|
Maximum load on cylinder 3
|
51588 lb
|
Type of fracture pattern of cylinder 1
|
4
|
Type of fracture pattern of cylinder 2
|
4
|
Type of fracture pattern of cylinder 3
|
4
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
NA
|
Correction factor for cylinder 1
|
1.00
|
Correction factor for cylinder 2
|
1.00
|
Correction factor for cylinder 3
|
1.00
|
Age of specimen
|
28 days
|
Age of specimen in hours
|
112 hours
|
Serial number of delivery ticket, if available
|
NA
|