Sample Record for 2022-09-30-4
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214993 DEA: 051F5004 EFIS: 0514000003
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101,135-70.6/71.2;0.1
Work Description: CONSTRUCT CONCRETE BRIDGE, BRIDGE REMOVAL, COLD PLANE, PLACE HMA.
Location Description: SANTA BARBARA COUNTY AT LOS ALAMOS ON ROUTE 101 FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF ROUTE 101/135 SEPARATION AND ON ROUTE 135 AT ROUTE 101/135 SEPARATION
Contractor Name: CAL PORTLAND CONSTRUCTION
Contractor Address: 1625 E Donovan Road, Santa Maria, CA 93454
Resident Engineer: Jason Torres Structure Rep.: Alex Martinez
Sample Information
DIME Sample ID: 2022-09-30-4
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Sample Organization Contact:
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 09/30/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/01/2022
The quantity of what the sample constitutes: 45cy
A brief description of the sample: PCC aggs
From where was the sample collected: Distributor
Laboratory sample identification: 220930A
Structure unique identifier:
Structure name: Los Alamos Bridge
The fabricator/manufacturer/facility name: Calportland/Donaven
Material Information
The concrete mix design number: 590GM1060
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant:
The fabricator/manufacturer designation for the sample: 4000 psi 1inch gravel
A detailed description of where the material sample was collected: Discharge from concrete truck into wheelbarrow.
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 5
DIME Test ID: 2022-09-30-4-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/10/2022
Date Tested: 10/07/2022
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: 7day BK abut.2
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Unit system used?
|
US Units
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|
Number of specimens
|
3
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|
Test performed
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With no density determined
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|
Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Average diameter of cylinder 1
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4.00 in
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Average diameter of cylinder 2
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4.00 in
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Average diameter of cylinder 3
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4.01 in
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Cross sectional area of cylinder 1
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12.57 in^2
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Cross sectional area of cylinder 2
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12.59 in^2
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Cross sectional area of cylinder 3
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12.6 in^2
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Compressive strength (to nearest 10 psi)
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3220 psi
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Maximum load on cylinder 1
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41530 lb
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Maximum load on cylinder 2
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40053 lb
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Maximum load on cylinder 3
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39777 lb
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Type of fracture pattern of cylinder 1
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4
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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4
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Correction factor for cylinder 3
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1
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Age of specimen
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7 days
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Age of specimen in hours
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168 hours
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Test 2 of 5
DIME Test ID: 2022-09-30-4-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/01/2022
Date Tested: 10/28/2022
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: 28 day BK. abut.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?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
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3.99 in
|
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Average diameter of cylinder 2
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3.98 in
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Average diameter of cylinder 3
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3.99 in
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Cross sectional area of cylinder 1
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12.51 in^2
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Cross sectional area of cylinder 2
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12.47 in^2
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Cross sectional area of cylinder 3
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12.5 in^2
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Compressive strength (to nearest 10 psi)
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4380 psi
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Maximum load on cylinder 1
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55683 lb
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Maximum load on cylinder 2
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53542 lb
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Maximum load on cylinder 3
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54761 lb
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Type of fracture pattern of cylinder 1
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4
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Type of fracture pattern of cylinder 2
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6
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Type of fracture pattern of cylinder 3
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4
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Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
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0
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Correction factor for cylinder 2
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0
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Correction factor for cylinder 3
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0
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Age of specimen
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28 days
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Age of specimen in hours
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672 hours
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Test 3 of 5
DIME Test ID: 2022-09-30-4-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/11/2022
Date Tested: 11/11/2022
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: 42 day BK. abut.2
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
3.98 in
|
|
Average diameter of cylinder 2
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3.97 in
|
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Average diameter of cylinder 3
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3.99 in
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Cross sectional area of cylinder 1
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12.41 in^2
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Cross sectional area of cylinder 2
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12.38 in^2
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Cross sectional area of cylinder 3
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12.5 in^2
|
|
Compressive strength (to nearest 10 psi)
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4350 psi
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Maximum load on cylinder 1
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53265 lb
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Maximum load on cylinder 2
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53550 lb
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|
Maximum load on cylinder 3
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55359 lb
|
|
Type of fracture pattern of cylinder 1
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3
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Type of fracture pattern of cylinder 2
|
3
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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
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0
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|
Correction factor for cylinder 2
|
0
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Correction factor for cylinder 3
|
0
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Age of specimen
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42 days
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Age of specimen in hours
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no data
|
Test 4 of 5
DIME Test ID: 2022-09-30-4-4
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 09/30/2022
Date Tested: 09/30/2022
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 5 of 5
DIME Test ID: 2022-09-30-4-5
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 09/30/2022
Date Tested: 09/30/2022
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: abut.2
Test Result Compliance: does not comply
Additional Comments When Verified:
