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Sample Record for 2024-09-30-81

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994378 DEA: 040K6304 EFIS: 0416000111 QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-29-16.4/19.0
Work Description: BRIDGE RAIL REPLACEMENT AND SHOULDER WIDENING.
Location Description: NAPA COUNTY NEAR YOUNTVILLE AT VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OF DRY CREEK BRIDGE TO 0.1 MILE NORTH OF CALIFORNIA DRIVE UNDERCROSSIG
Contractor Name: GORDON N. BALL, INC.
Contractor Address: 333 Camile Avenue, Alamo, CA 94507
Resident Engineer: Danilo Patenia Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-09-30-81
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Fairfield Construction Field Office 59-545
Sample Organization Contact: 510-714-7055
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 09/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/16/2024
The quantity of what the sample constitutes: 27 yd
A brief description of the sample: Approach Slab SB
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 21-0051
Structure name: Perfume Creek Bridge
The fabricator/manufacturer/facility name: Shamrock Napa

Material Information

The concrete mix design number: D101C5E1
The truck number from where the sample was collected: 2445
The batch plant ticket number from where the sample was collected: 694779
Concrete batch plant:
The fabricator/manufacturer designation for the sample: Shamrock Napa
A detailed description of where the material sample was collected: Approach Slab SB
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 2

Test Results

Test

DIME Test ID: 2024-09-30-81-2
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Submitted By Organization: CT D04 - Fairfield Construction Field Office 59-545
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: alejandro.lara@dot.ca.gov
Organization Phone: (510) 714-7055
Data has not been verified.

Test

DIME Test ID: 2024-09-30-81-3
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/29/2024
Date Tested: 10/28/2024
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 4.00 in
Average diameter of cylinder 2 4.06 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 12.95 in^2
Cross sectional area of cylinder 3 12.57 in^2
Compressive strength (to nearest 10 psi) 5310 psi
Maximum load on cylinder 1 66181 lb
Maximum load on cylinder 2 70901 lb
Maximum load on cylinder 3 66621 lb
Compressive strength of cylinder 1 5210.0 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 5420.0 psi
Compressive strength of cylinder 3 5300 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 0.99
Correction factor for cylinder 2 0.99
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