Sample Record for 2025-01-22-79
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214698 DEA: 120N8904 EFIS: 1214000130
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-133-8.3/M9.3
Work Description: CONSTRUCT AUXILIARY LANE.
Location Description: ORANGE COUNTY IN IRVINE FROM ROUTE 133/405 SEPARATION TO IRVINE CENTER DRIVE OVERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3200 Park Center Drive, Suite #200, Costa Mesa, CA 92626
Resident Engineer: Arezo Ghiam Structure Rep.: Michael Yee
Sample Information
DIME Sample ID: 2025-01-22-79
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: 01/22/2025
Date that the sample was received by the laboratory/organization performing the testing: 01/23/2025
The quantity of what the sample constitutes: 30
A brief description of the sample: 4x8 Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: Mix G3-21-CTS-220 Set 1
Structure unique identifier: 00-0000
Structure name:
The fabricator/manufacturer/facility name: Job Site
Material Information
The concrete mix design number: S63C453T14
The truck number from where the sample was collected: Load 1
The batch plant ticket number from where the sample was collected: 0
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Set 1
A detailed description of where the material sample was collected: RTE 133, S/B Connector to N/B RTE 405, Trial Slab
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: 1
Bag Lot No.: 1
Test Results
Test 1 of 9
DIME Test ID: 2025-01-22-79-1
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 04/03/2025
Date Tested: 01/23/2025
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:
Test 2 of 9
DIME Test ID: 2025-01-22-79-2
Test Method: CTM 518-June 2010: Method of Test for Unit Weight of Fresh Concrete
Verified Date: 04/03/2025
Date Tested: 01/23/2025
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 weight of the concrete
|
150.5 lb/ft^3
|
|
Cement content
|
no data0 lb/yd^3
|
Test 3 of 9
DIME Test ID: 2025-01-22-79-3
Test Method: CTM 504-June 2010: Method of Test for Determining Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 04/03/2025
Date Tested: 01/23/2025
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:
Test 4 of 9
DIME Test ID: 2025-01-22-79-4
Test Method: CTM 556-January 2018: Method of Test for Slump of Fresh Portland Cement Concrete
Verified Date: 04/03/2025
Date Tested: 01/23/2025
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:
Test 5 of 9
DIME Test ID: 2025-01-22-79-5
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/03/2025
Date Tested: 01/23/2025
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
|
1
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
6.02 in
|
|
Compressive strength of cylinder (to nearest 10 psi)
|
50 psi
|
|
Maximum load on cylinder 1
|
1340 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
|
no data0 days
|
|
Age of specimen in hours
|
1 hours
|
Test 6 of 9
DIME Test ID: 2025-01-22-79-6
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/03/2025
Date Tested: 01/23/2025
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 C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Average diameter of cylinder 3
|
6.00 in
|
|
Average diameter of cylinder 4
|
6.02 in
|
|
Average diameter of cylinder 5
|
6.01 in
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Cross sectional area of cylinder 3
|
28.37 in^2
|
|
Cross sectional area of cylinder 4
|
28.37 in^2
|
|
Cross sectional area of cylinder 5
|
28.37 in^2
|
|
Compressive strength (to nearest 10 psi)
|
1360 psi
|
|
Maximum load on cylinder 1
|
38590 lb
|
|
Maximum load on cylinder 2
|
37850 lb
|
|
Maximum load on cylinder 3
|
38960 lb
|
|
Maximum load on cylinder 4
|
38420 lb
|
|
Maximum load on cylinder 5
|
39650 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
|
|
Type of fracture pattern of cylinder 4
|
3
|
|
Type of fracture pattern of cylinder 5
|
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
|
|
Correction factor for cylinder 4
|
1
|
|
Correction factor for cylinder 5
|
1
|
|
Age of specimen
|
no data0 days
|
|
Age of specimen in hours
|
3 hours
|
Test 7 of 9
DIME Test ID: 2025-01-22-79-7
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/03/2025
Date Tested: 01/23/2025
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 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
|
6.01 in
|
|
Average diameter of cylinder 4
|
6.02 in
|
|
Average diameter of cylinder 5
|
6.01 in
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Cross sectional area of cylinder 3
|
28.37 in^2
|
|
Cross sectional area of cylinder 4
|
28.37 in^2
|
|
Cross sectional area of cylinder 5
|
28.37 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3630 psi
|
|
Maximum load on cylinder 1
|
100620 lb
|
|
Maximum load on cylinder 2
|
102870 lb
|
|
Maximum load on cylinder 3
|
102900 lb
|
|
Maximum load on cylinder 4
|
103840 lb
|
|
Maximum load on cylinder 5
|
104680 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
|
|
Type of fracture pattern of cylinder 4
|
3
|
|
Type of fracture pattern of cylinder 5
|
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
|
|
Correction factor for cylinder 4
|
1
|
|
Correction factor for cylinder 5
|
1
|
|
Age of specimen
|
no data0 days
|
|
Age of specimen in hours
|
2 hours
|
Test 8 of 9
DIME Test ID: 2025-01-22-79-8
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/03/2025
Date Tested: 01/25/2025
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
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Average diameter of cylinder 3
|
6.01 in
|
|
Average diameter of cylinder 4
|
6.01 in
|
|
Average diameter of cylinder 5
|
6.01 in
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Cross sectional area of cylinder 3
|
28.37 in^2
|
|
Cross sectional area of cylinder 4
|
28.37 in^2
|
|
Cross sectional area of cylinder 5
|
28.37 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4680 psi
|
|
Maximum load on cylinder 1
|
130564 lb
|
|
Maximum load on cylinder 2
|
135648 lb
|
|
Maximum load on cylinder 3
|
132962 lb
|
|
Maximum load on cylinder 4
|
135641 lb
|
|
Maximum load on cylinder 5
|
129115 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
2
|
|
Type of fracture pattern of cylinder 4
|
2
|
|
Type of fracture pattern of cylinder 5
|
2
|
|
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
|
Test 9 of 9
DIME Test ID: 2025-01-22-79-9
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/03/2025
Date Tested: 02/19/2025
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
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Average diameter of cylinder 3
|
6.01 in
|
|
Average diameter of cylinder 4
|
6.01 in
|
|
Average diameter of cylinder 5
|
6.01 in
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Cross sectional area of cylinder 3
|
28.37 in^2
|
|
Cross sectional area of cylinder 4
|
28.37 in^2
|
|
Cross sectional area of cylinder 5
|
28.37 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5900 psi
|
|
Maximum load on cylinder 1
|
155179 lb
|
|
Maximum load on cylinder 2
|
183465 lb
|
|
Maximum load on cylinder 3
|
166807 lb
|
|
Maximum load on cylinder 4
|
165833 lb
|
|
Maximum load on cylinder 5
|
165842 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
2
|
|
Type of fracture pattern of cylinder 4
|
2
|
|
Type of fracture pattern of cylinder 5
|
2
|
|
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
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
