Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993208 DEA: 034F38U4 EFIS: 0321000092
QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-70-16.2/25.8
Work Description: WIDEN SHOULDERS AND IMPROVE CLEAR RECOVERY ZONE.
Location Description: YUBA COUNTY NEAR MARYSVILLE FROM 0.2 MILE NORTH OF LAURELLEN ROAD TO SOUTH HONCUT CREEK BRIDGE
Contractor Name: DeSilva Gates
Contractor Address: 11555 Dublin Boulevard, Dublin, CA 94568
Resident Engineer: Manoharan Selvendran Structure Rep.: Unknown
DIME Sample ID: 2022-09-08-54
TL Number from the TL Form:
Sample Submitted By Organization: Rinker Materials
Sample Organization Contact: (916) 381-3910
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 09/08/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/08/2022
The quantity of what the sample constitutes: Day's Production
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Rinker Materials
The concrete mix design number: mix5
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 2
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Besser Hopper
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-09-08-54-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/07/2022
Date Tested: 09/09/2022
Submitted By Organization: Rinker Materials
Organization Address: 7020 Tokay Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95828
Organization Email: Edgar.Benitez@Rinkerpipe.com
Organization Phone: (209) 401-6972
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
|
Average diameter of cylinder 1
|
4.00 in
|
Average diameter of cylinder 2
|
4.00 in
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
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)
|
0 psi
|
Maximum load on cylinder 1
|
58090 lb
|
Maximum load on cylinder 2
|
52280 lb
|
Maximum load on cylinder 3
|
58040 lb
|
Type of fracture pattern of cylinder 1
|
5
|
Type of fracture pattern of cylinder 2
|
5
|
Type of fracture pattern of cylinder 3
|
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
|
Age of specimen
|
1 days
|
Age of specimen in hours
|
0 hours
|
DIME Test ID: 2022-09-08-54-2
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/07/2022
Date Tested: 09/15/2022
Submitted By Organization: Rinker Materials
Organization Address: 7020 Tokay Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95828
Organization Email: Edgar.Benitez@Rinkerpipe.com
Organization Phone: (209) 401-6972
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
|
Average diameter of cylinder 1
|
4.00 in
|
Average diameter of cylinder 2
|
4.00 in
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
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)
|
4760 psi
|
Maximum load on cylinder 1
|
60470 lb
|
Maximum load on cylinder 2
|
54835 lb
|
Maximum load on cylinder 3
|
64085 lb
|
Type of fracture pattern of cylinder 1
|
5
|
Type of fracture pattern of cylinder 2
|
5
|
Type of fracture pattern of cylinder 3
|
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
|
Age of specimen
|
7 days
|
Age of specimen in hours
|
0 hours
|
DIME Test ID: 2022-09-08-54-3
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/07/2022
Date Tested: 10/06/2022
Submitted By Organization: Rinker Materials
Organization Address: 7020 Tokay Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95828
Organization Email: Edgar.Benitez@Rinkerpipe.com
Organization Phone: (209) 401-6972
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
|
Average diameter of cylinder 1
|
4.00 in
|
Average diameter of cylinder 2
|
4.00 in
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
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)
|
5930 psi
|
Maximum load on cylinder 1
|
76425 lb
|
Maximum load on cylinder 2
|
77320 lb
|
Maximum load on cylinder 3
|
69805 lb
|
Type of fracture pattern of cylinder 1
|
5
|
Type of fracture pattern of cylinder 2
|
5
|
Type of fracture pattern of cylinder 3
|
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
|
Age of specimen
|
28 days
|
Age of specimen in hours
|
0 hours
|
DIME Test ID: 2022-09-08-54-4
Test Method: CTM TEMP1-16: Test Method for Monitoring Precast Concrete Curing Temperature (Curing temperature)
Verified Date: 10/07/2022
Date Tested: 09/08/2022
Submitted By Organization: Rinker Materials
Organization Address: 7020 Tokay Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95828
Organization Email: Edgar.Benitez@Rinkerpipe.com
Organization Phone: (209) 401-6972
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Precast Maximum Curing Temperature
|
87 °F
|
DIME Test ID: 2022-09-08-54-5
Test Method: CTM TEMP1-16: Test Method for Monitoring Precast Concrete Curing Temperature (Curing temperature)
Verified Date: 10/07/2022
Date Tested: 09/08/2022
Submitted By Organization: Rinker Materials
Organization Address: 7020 Tokay Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95828
Organization Email: Edgar.Benitez@Rinkerpipe.com
Organization Phone: (209) 401-6972
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Precast Maximum Curing Temperature
|
127 °F
|