Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000015 DEA: 033H8304 EFIS: 0318000075
QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA-49-3.5/7.5
Work Description: CONSTRUCT SIDEWALKS, CURB RAMPS AND DRAINAGE FACILITIES. CONSTRUCT PEDESTRIAN BRIDGE
Location Description: PLACER COUNTY IN AND NEAR AUBURN FROM 0.3 MILE NORTH OF ROUTE 80/49 SEPARATION TO 0.1 MILE NORTH OF DRY CREEK ROAD
Contractor Name: PACIFIC INFRASTRUCTURE CONSTRUCTION, LLC
Contractor Address: 871 COTTING COURT STE A, VACAVILLE CA 95688
Resident Engineer: Lucas Price Structure Rep.: Eric Duray
DIME Sample ID: 2025-06-30-23
TL Number from the TL Form:
Sample Submitted By Organization: Con-Fab California Corporation - Lathrop
Sample Organization Contact: (209) 249-4700
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 06/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/30/2025
The quantity of what the sample constitutes: 1 cubic foot
A brief description of the sample: 1 cubic foot
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: ConFab Lathrop
The concrete mix design number: 98NV20AF
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 12830
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Fabrication Yard
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-06-30-23-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 08/18/2025
Date Tested: 06/30/2025
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email: dannyc@confabca.com
Organization Phone: (209) 249-4717
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2025-06-30-23-2
Test Method: ASTM C1611-21: Standard Test Method for Slump Flow of Self-Consolidating Concrete
Verified Date: 08/18/2025
Date Tested: 06/30/2025
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email: dannyc@confabca.com
Organization Phone: (209) 249-4717
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What unit system is used for measurements?
|
inches
|
|
Slump Flow
|
23 in
|
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Filling the mold procedure
|
Filling Procedure B (Inverted Mold)
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Diameter 1
|
23 in
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Diameter 2
|
23 in
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Visual Stability Index
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no data0
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DIME Test ID: 2025-06-30-23-3
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 08/18/2025
Date Tested: 07/03/2025
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email: dannyc@confabca.com
Organization Phone: (209) 249-4717
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Identification of concrete represented by the sample
|
Bed 2, 3rd Truck
|
|
Volume of the measure
|
0.25 ft^3
|
|
Density of concrete
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142.7 lb/ft^3
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Yield of concrete
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no data
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Relative yield of the batch
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no data
|
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Cement content
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no data
|
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Air content
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no data
|
DIME Test ID: 2025-06-30-23-4
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 08/18/2025
Date Tested: 06/30/2025
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email: dannyc@confabca.com
Organization Phone: (209) 249-4717
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2025-06-30-23-5
Test Method: CTM TEMP1-16: Test Method for Monitoring Precast Concrete Curing Temperature (Curing temperature)
Verified Date: 08/18/2025
Date Tested: 06/30/2025
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email: dannyc@confabca.com
Organization Phone: (209) 249-4717
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Precast Maximum Curing Temperature
|
152.5 °F
|
DIME Test ID: 2025-06-30-23-6
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/18/2025
Date Tested: 07/01/2025
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email: dannyc@confabca.com
Organization Phone: (209) 249-4717
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
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3
|
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Test performed
|
With no density determined
|
|
Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
|
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Apparent mass of submerged cylinder 1
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8.7 lb
|
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Average diameter of cylinder 1
|
4.00 in
|
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Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
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12.56 in^2
|
|
Cross sectional area of cylinder 2
|
12.56 in^2
|
|
Cross sectional area of cylinder 3
|
12.56 in^2
|
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Compressive strength (to nearest 10 psi)
|
5130 psi
|
|
Maximum load on cylinder 1
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65490 lb
|
|
Maximum load on cylinder 2
|
64370 lb
|
|
Maximum load on cylinder 3
|
65510 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
|
|
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
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
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Age of specimen
|
1 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2025-06-30-23-7
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/18/2025
Date Tested: 07/28/2025
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email: dannyc@confabca.com
Organization Phone: (209) 249-4717
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 C39 - Ground End
|
|
Apparent mass of submerged cylinder 1
|
8.27 lb
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.56 in^2
|
|
Cross sectional area of cylinder 2
|
12.56 in^2
|
|
Cross sectional area of cylinder 3
|
12.565 in^2
|
|
Compressive strength (to nearest 10 psi)
|
7340 psi
|
|
Maximum load on cylinder 1
|
90540 lb
|
|
Maximum load on cylinder 2
|
94125 lb
|
|
Maximum load on cylinder 3
|
91955 lb
|
|
Type of fracture pattern of cylinder 1
|
4
|
|
Type of fracture pattern of cylinder 2
|
4
|
|
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
|
|
Correction factor for cylinder 3
|
1
|
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Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
