Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000402 DEA: 11430384 EFIS: 1118000114
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-23.7/28.5
Work Description: REPLACE DRAINAGE, CONCRETE PAVEMENT, AND MODIFY ELECTRICAL SYSTEMS.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM 0.1 MILE NORTH OF ROUTE 805/52 SEPARATION TO ROUTE 5/805 SEPARATION
Contractor Name: HAZARD CONSTRUCTION ENGR, LLC
Contractor Address: 10529 VINE STREET, LAKESIDE, CA 92040
Resident Engineer: Karl Hartline Structure Rep.: Unknown
DIME Sample ID: 2025-02-20-45
TL Number from the TL Form:
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: 02/20/2025
Date that the sample was received by the laboratory/organization performing the testing: 02/21/2025
The quantity of what the sample constitutes: 25
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 4HEX4BM Set 1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vanguard Construction
The concrete mix design number: 4HEX4BM
The truck number from where the sample was collected: Load 1
The batch plant ticket number from where the sample was collected: Unknown
Concrete batch plant:
The fabricator/manufacturer designation for the sample: Set 1
A detailed description of where the material sample was collected: Trial Slab
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-02-20-45-1
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 03/21/2025
Date Tested: 02/20/2025
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:
DIME Test ID: 2025-02-20-45-2
Test Method: CTM 518-June 2010: Method of Test for Unit Weight of Fresh Concrete
Verified Date: 03/21/2025
Date Tested: 02/20/2025
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
|
144.5 lb/ft^3
|
|
Cement content
|
no data0 lb/yd^3
|
DIME Test ID: 2025-02-20-45-3
Test Method: CTM 504-June 2010: Method of Test for Determining Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 03/21/2025
Date Tested: 02/20/2025
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:
DIME Test ID: 2025-02-20-45-4
Test Method: CTM 533-June 2010: Method of Test for Ball Penetration in Fresh Portland Cement Concrete
Verified Date: 03/21/2025
Date Tested: 02/20/2025
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:
|
Ball penetration in freshly mixed concrete (average)
|
1.75 inch
|
DIME Test ID: 2025-02-20-45-5
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/21/2025
Date Tested: 02/20/2025
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
|
5
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Average diameter of cylinder 3
|
6.00 in
|
|
Average diameter of cylinder 4
|
6.00 in
|
|
Average diameter of cylinder 5
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Cross sectional area of cylinder 3
|
28.27 in^2
|
|
Cross sectional area of cylinder 4
|
28.27 in^2
|
|
Cross sectional area of cylinder 5
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
1320 psi
|
|
Maximum load on cylinder 1
|
37830 lb
|
|
Maximum load on cylinder 2
|
35410 lb
|
|
Maximum load on cylinder 3
|
40970 lb
|
|
Maximum load on cylinder 4
|
33360 lb
|
|
Maximum load on cylinder 5
|
39240 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Type of fracture pattern of cylinder 2
|
4
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
Type of fracture pattern of cylinder 4
|
5
|
|
Type of fracture pattern of cylinder 5
|
5
|
|
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
|
|
Correction factor for cylinder 4
|
1
|
|
Correction factor for cylinder 5
|
1
|
|
Age of specimen
|
no data0 days
|
|
Age of specimen in hours
|
4 hours
|
DIME Test ID: 2025-02-20-45-6
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/21/2025
Date Tested: 02/23/2025
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
|
5
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Average diameter of cylinder 3
|
6.00 in
|
|
Average diameter of cylinder 4
|
6.00 in
|
|
Average diameter of cylinder 5
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Cross sectional area of cylinder 3
|
28.27 in^2
|
|
Cross sectional area of cylinder 4
|
28.27 in^2
|
|
Cross sectional area of cylinder 5
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
9100 psi
|
|
Maximum load on cylinder 1
|
291950 lb
|
|
Maximum load on cylinder 2
|
203120 lb
|
|
Maximum load on cylinder 3
|
285330 lb
|
|
Maximum load on cylinder 4
|
215000 lb
|
|
Maximum load on cylinder 5
|
290850 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
|
|
Type of fracture pattern of cylinder 4
|
4
|
|
Type of fracture pattern of cylinder 5
|
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
|
|
Correction factor for cylinder 4
|
1
|
|
Correction factor for cylinder 5
|
1
|
|
Age of specimen
|
3 days
|
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2025-02-20-45-7
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/21/2025
Date Tested: 03/20/2025
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
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
13270 psi
|
|
Maximum load on cylinder 1
|
376020 lb
|
|
Maximum load on cylinder 2
|
374290 lb
|
|
Type of fracture pattern of cylinder 1
|
4
|
|
Type of fracture pattern of cylinder 2
|
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
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
