Sample Record for 2024-10-11-27
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993333 DEA: 04264724 EFIS: 0419000068
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-101-R20.8/27.1
Work Description: CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL.
Location Description: MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE
Contractor Name: GHILOTTI CONSTRUCTION CO. INC. (RILEY GENAZZI & JOSH SERAFINO)
Contractor Address: 246 GHILOTTI AVE., SANTA ROSA, CA 95407
Resident Engineer: Fabio La Serna Structure Rep.: Jeremy Light
Sample Information
DIME Sample ID: 2024-10-11-27
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3672 - Novato Field Office
Sample Organization Contact: (916) 621-8033
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 10/11/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/11/2024
The quantity of what the sample constitutes: 45CY
A brief description of the sample: 3 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: RW7 Stem wall
The fabricator/manufacturer/facility name: Shamrock Materials Inc
Material Information
The concrete mix design number: SL4201CG
The truck number from where the sample was collected: 2435
The batch plant ticket number from where the sample was collected: 311469
Concrete batch plant: 138
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: CHUTE FROM TRUCK
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test
DIME Test ID: 2024-10-11-27-1
Test Method: ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 10/14/2024
Date Tested: 10/11/2024
Submitted By Organization: CT SC - 3672 - Novato Field Office
Organization Address: 384 Bel Marin Keys Boulevard, Suite 200,
Organization City: Novato
Organization State: CA
Organization Zipcode: 94949
Organization Email: josh.velono@dot.ca.gov
Organization Phone: (916) 621-8033
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test
DIME Test ID: 2024-10-11-27-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 10/14/2024
Date Tested: 10/11/2024
Submitted By Organization: CT SC - 3672 - Novato Field Office
Organization Address: 384 Bel Marin Keys Boulevard, Suite 200,
Organization City: Novato
Organization State: CA
Organization Zipcode: 94949
Organization Email: josh.velono@dot.ca.gov
Organization Phone: (916) 621-8033
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test
DIME Test ID: 2024-10-11-27-4
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/27/2024
Date Tested: 11/08/2024
Submitted By Organization: CT HQ - Vallejo Field Laboratory
Organization Address: 690 Walnut,
Organization City: vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: yannick.aranas@dot.ca.gov
Organization Phone: (916) 639-4315
General Comments for this Test:
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 C1231 - Unbonded Elastomeric Pad Cap
|
|
Apparent mass of submerged cylinder 1
|
1 lb
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.02 in
|
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.69 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6490 psi
|
|
Maximum load on cylinder 1
|
84368 lb
|
|
Maximum load on cylinder 2
|
82396 lb
|
|
Maximum load on cylinder 3
|
79316 lb
|
|
Compressive strength of cylinder 1
|
6680.0 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
6550.0 psi
|
|
Compressive strength of cylinder 3
|
6250 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
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
