Sample Record for 2022-12-08-6
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: 2022-12-08-6
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Sample Organization Contact: 8053191237
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 12/08/2022
Date that the sample was received by the laboratory/organization performing the testing: 12/09/2022
The quantity of what the sample constitutes: 300 cu yds
A brief description of the sample: Bridge Deck Concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Calportland/Donaven
Material Information
The concrete mix design number: 675RHS1260
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:
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: bridge deck
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 5
DIME Test ID: 2022-12-08-6-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/15/2022
Date Tested: 12/15/2022
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: isaac.gleffe@dot.ca.gov
Organization Phone: (805) 319-1237
General Comments for this Test: deck pour: 7-day bk
Test Result Compliance: not applicable
Additional Comments When Verified:
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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
|
|
Capped in accordance with?
|
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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3.98 in
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Cross sectional area of cylinder 1
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12.54 in^2
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Cross sectional area of cylinder 2
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12.55 in^2
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Cross sectional area of cylinder 3
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12.45 in^2
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|
Compressive strength (to nearest 10 psi)
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3670 psi
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Maximum load on cylinder 1
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44476 lb
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Maximum load on cylinder 2
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45902 lb
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Maximum load on cylinder 3
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47125 lb
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|
Type of fracture pattern of cylinder 1
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4
|
|
Type of fracture pattern of cylinder 2
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4
|
|
Type of fracture pattern of cylinder 3
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4
|
|
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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no data0
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Correction factor for cylinder 2
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no data0
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Correction factor for cylinder 3
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no data0
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Age of specimen
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7 days
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Age of specimen in hours
|
168 hours
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Test 2 of 5
DIME Test ID: 2022-12-08-6-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/10/2023
Date Tested: 01/05/2023
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: isaac.gleffe@dot.ca.gov
Organization Phone: (805) 319-1237
General Comments for this Test: deck pour: 28-day bk.
Test Result Compliance: not applicable
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
|
3.98 in
|
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Average diameter of cylinder 3
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3.97 in
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Cross sectional area of cylinder 1
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12.45 in^2
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Cross sectional area of cylinder 2
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12.48 in^2
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Cross sectional area of cylinder 3
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12.41 in^2
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Compressive strength (to nearest 10 psi)
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5270 psi
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Maximum load on cylinder 1
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68303 lb
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Maximum load on cylinder 2
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64396 lb
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Maximum load on cylinder 3
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63916 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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4
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Type of fracture pattern of cylinder 3
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4
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
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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28 days
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Age of specimen in hours
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1120 hours
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Test 3 of 5
DIME Test ID: 2022-12-08-6-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/23/2023
Date Tested: 01/19/2023
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: isaac.gleffe@dot.ca.gov
Organization Phone: (805) 319-1237
General Comments for this Test: deck pour: 42-day bk.
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
|
3.99 in
|
|
Average diameter of cylinder 2
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3.98 in
|
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Average diameter of cylinder 3
|
4.00 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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12.48 in^2
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Cross sectional area of cylinder 3
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12.59 in^2
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|
Compressive strength (to nearest 10 psi)
|
5860 psi
|
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Maximum load on cylinder 1
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74611 lb
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Maximum load on cylinder 2
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75348 lb
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|
Maximum load on cylinder 3
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70453 lb
|
|
Type of fracture pattern of cylinder 1
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4
|
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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
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Correction factor for cylinder 3
|
1
|
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Age of specimen
|
42 days
|
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Age of specimen in hours
|
1008 hours
|
Test 4 of 5
DIME Test ID: 2022-12-08-6-4
Test Method: CTM 556-January 2018: Method of Test for Slump of Fresh Portland Cement Concrete
Verified Date: 12/08/2022
Date Tested: 12/08/2022
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: isaac.gleffe@dot.ca.gov
Organization Phone: (805) 319-1237
General Comments for this Test: slump
Test Result Compliance: does not comply
Additional Comments When Verified:
Test 5 of 5
DIME Test ID: 2022-12-08-6-5
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 12/08/2022
Date Tested: 12/08/2022
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: isaac.gleffe@dot.ca.gov
Organization Phone: (805) 319-1237
General Comments for this Test: Temp.
Test Result Compliance: complies
Additional Comments When Verified:
