Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994408 DEA: 051K03U4 EFIS: 0522000026
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-101-
Work Description: !!PLEASE CC Office Engineer Barbara Riccardi on reports to RE and SR!! Construct 2 roundabouts in Montecito along US 101.
Location Description:
Contractor Name: Veronica Mchugh
Contractor Address: 5335 DEBBIE ROAD, SANTA BARBARA, CA 93111
Resident Engineer: Taylor Merlo Structure Rep.: Josh Madrigal
DIME Sample ID: 2023-08-22-59
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Sample Organization Contact: (805) 621-3616
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 08/22/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/22/2023
The quantity of what the sample constitutes: 3.0 CY
A brief description of the sample: PCC
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CEMEX Santa Barbara
The concrete mix design number: 1614705
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 30892932
Concrete batch plant: Cemex Santa Barbara
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:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-08-22-59-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 09/20/2023
Date Tested: 08/22/2023
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 21 Griffin Road North,
Organization City: Windsor
Organization State: CT
Organization Zipcode: 06095-1590
Organization Email: dlachaine@trccompanies.com
Organization Phone: (805) 621-3616
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2023-08-22-59-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 09/20/2023
Date Tested: 08/22/2023
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 21 Griffin Road North,
Organization City: Windsor
Organization State: CT
Organization Zipcode: 06095-1590
Organization Email: dlachaine@trccompanies.com
Organization Phone: (805) 621-3616
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2023-08-22-59-3
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/20/2023
Date Tested: 09/19/2023
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 21 Griffin Road North,
Organization City: Windsor
Organization State: CT
Organization Zipcode: 06095-1590
Organization Email: dlachaine@trccompanies.com
Organization Phone: (805) 621-3616
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
|
Apparent mass of submerged cylinder 1
|
0 lb
|
Average diameter of cylinder 1
|
4.02 in
|
Average diameter of cylinder 2
|
4.02 in
|
Average diameter of cylinder 3
|
4.02 in
|
Cross sectional area of cylinder 1
|
12.69 in^2
|
Cross sectional area of cylinder 2
|
12.69 in^2
|
Cross sectional area of cylinder 3
|
12.69 in^2
|
Compressive strength (to nearest 10 psi)
|
4280 psi
|
Maximum load on cylinder 1
|
52940 lb
|
Maximum load on cylinder 2
|
54920 lb
|
Maximum load on cylinder 3
|
55170 lb
|
Compressive strength of cylinder 1
|
4170.0 psi
|
Type of fracture pattern of cylinder 1
|
3
|
Compressive strength of cylinder 2
|
4330.0 psi
|
Compressive strength of cylinder 3
|
4350 psi
|
Type of fracture pattern of cylinder 2
|
3
|
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
|
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
|
0 hours
|
Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2023-08-22-59-4
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 21 Griffin Road North,
Organization City: Windsor
Organization State: CT
Organization Zipcode: 06095-1590
Organization Email: dlachaine@trccompanies.com
Organization Phone: (805) 621-3616
Data has not been verified.