Sample Record for 2022-11-17-100
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215348 DEA: 060U4204 EFIS: 0616000004
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-99-R4.9/11.6
Work Description: CONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION.
Location Description: FRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Rd. Suite 200, Westlake Village CA 91361
Resident Engineer: Chris Wilfong Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2022-11-17-100
TL Number from the TL Form: Unknown
Sample Submitted By Organization: G3 Quality, Incorporated - Cerritos
Sample Organization Contact: (562) 321-9840
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 11/17/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/18/2022
The quantity of what the sample constitutes: 5
A brief description of the sample: 4x8 cylinders
From where was the sample collected: Job Site
Laboratory sample identification: Set 2
Structure unique identifier: 00-0000
Structure name:
The fabricator/manufacturer/facility name: Job Site
Material Information
The concrete mix design number: G3-22-BAR-318
The truck number from where the sample was collected: Load 12
The batch plant ticket number from where the sample was collected: 0
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Set 2
A detailed description of where the material sample was collected: SB RTE 99 at Merced on-ramp STA 390-45
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 6
DIME Test ID: 2022-11-17-100-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/08/2023
Date Tested: 11/28/2022
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
1
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
Average diameter of cylinder 1
|
4.00 in
|
Compressive strength of cylinder (to nearest 10 psi)
|
3470 psi
|
Maximum load on cylinder 1
|
43640 lb
|
Type of fracture pattern of cylinder 1
|
3
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
Correction factor for cylinder 1
|
1
|
Age of specimen
|
11 days
|
Age of specimen in hours
|
0 hours
|
Test 2 of 6
DIME Test ID: 2022-11-17-100-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/08/2023
Date Tested: 12/15/2022
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
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
|
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
|
12.57 in^2
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
Compressive strength (to nearest 10 psi)
|
5480 psi
|
Maximum load on cylinder 1
|
70120 lb
|
Maximum load on cylinder 2
|
68840 lb
|
Maximum load on cylinder 3
|
67670 lb
|
Type of fracture pattern of cylinder 1
|
3
|
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
|
0 hours
|
Test 3 of 6
DIME Test ID: 2022-11-17-100-3
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 05/08/2023
Date Tested: 11/17/2022
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 4 of 6
DIME Test ID: 2022-11-17-100-4
Test Method: CTM 518-June 2010: Method of Test for Unit Weight of Fresh Concrete
Verified Date: 05/08/2023
Date Tested: 11/17/2022
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit weight of the concrete
|
145.1 lb/ft^3
|
Cement content
|
0 lb/yd^3
|
Test 5 of 6
DIME Test ID: 2022-11-17-100-5
Test Method: CTM 504-June 2010: Method of Test for Determining Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 05/08/2023
Date Tested: 11/17/2022
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 6 of 6
DIME Test ID: 2022-11-17-100-6
Test Method: CTM 556-January 2018: Method of Test for Slump of Fresh Portland Cement Concrete
Verified Date: 05/08/2023
Date Tested: 11/17/2022
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified: