Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214422 DEA: 040J6424 EFIS: 0414000476
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-101-32.8/R54.2
Work Description: CRACK, SEAT AND OVERLAY WITH RHMA AND HMA, AND REPLACE CULVERTS.
Location Description: SONOMA COUNTY AT VARIOUS LOCATIONS FROM LIMERICK LANE OVERCROSSING TO ROUTE 101/128 SEPARATION
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 FOURTH STREET, BERKELY, CA 94710
Resident Engineer: Syd Valeh Structure Rep.: Jonathan Chi
DIME Sample ID: 2021-07-07-5
TL Number from the TL Form:
Sample Submitted By Organization: Oldcastle Precast, Incorporated - Pleasanton
Sample Organization Contact: (925) 846-8183
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 07/07/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/07/2021
The quantity of what the sample constitutes: 2.8 CY
A brief description of the sample: SCC concrete
From where was the sample collected: Manufacturer
Laboratory sample identification: 21146
Structure unique identifier: 04-son-101-32.8/R54.2
Structure name: State Hwy in Sonoma County 101/128 Separation
The fabricator/manufacturer/facility name: Oldcastle Infrastructure
The concrete mix design number: 55
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 93255
Concrete batch plant: Oldcastle Infrastructure
The fabricator/manufacturer designation for the sample: Mix No. 55
A detailed description of where the material sample was collected: Travelling Bucket
Where the material sample would have been placed if not sampled: RBC
From Lot No.:
Bag Lot No.:
DIME Test ID: 2021-07-07-5-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 07/08/2021
Date Tested: 07/07/2021
Submitted By Organization: Oldcastle Precast, Incorporated - Pleasanton
Organization Address: 1233 Quarry Lane, Suite 145,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94566
Organization Email: juan.maiz@oldcastle.com
Organization Phone: (925) 750-6646
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2021-07-07-5-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 07/08/2021
Date Tested: 07/07/2021
Submitted By Organization: Oldcastle Precast, Incorporated - Pleasanton
Organization Address: 1233 Quarry Lane, Suite 145,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94566
Organization Email: juan.maiz@oldcastle.com
Organization Phone: (925) 750-6646
General Comments for this Test: SCC
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2021-07-07-5-3
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 07/08/2021
Date Tested: 07/07/2021
Submitted By Organization: Oldcastle Precast, Incorporated - Pleasanton
Organization Address: 1233 Quarry Lane, Suite 145,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94566
Organization Email: juan.maiz@oldcastle.com
Organization Phone: (925) 750-6646
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2021-07-07-5-4
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 07/08/2021
Date Tested: 07/07/2021
Submitted By Organization: Oldcastle Precast, Incorporated - Pleasanton
Organization Address: 1233 Quarry Lane, Suite 145,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94566
Organization Email: juan.maiz@oldcastle.com
Organization Phone: (925) 750-6646
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Identification of concrete represented by the sample
|
Mix No. 55
|
Volume of the measure
|
0.25 ft^3
|
Density of concrete
|
146.8 lb/ft^3
|
Yield of concrete
|
2.77 yd^3
|
Relative yield of the batch
|
0.99
|
Cement content
|
479.65 lb/yd^3
|
Air content
|
3.3 %
|
DIME Test ID: 2021-07-07-5-5
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/08/2021
Date Tested: 07/08/2021
Submitted By Organization: Oldcastle Precast, Incorporated - Pleasanton
Organization Address: 1233 Quarry Lane, Suite 145,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94566
Organization Email: juan.maiz@oldcastle.com
Organization Phone: (925) 750-6646
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
|
Average diameter of cylinder 1
|
5.99 in
|
Average diameter of cylinder 2
|
5.99 in
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
Cross sectional area of cylinder 1
|
28.18 in^2
|
Cross sectional area of cylinder 2
|
28.18 in^2
|
Compressive strength (to nearest 10 psi)
|
1810 psi
|
Maximum load on cylinder 1
|
50880 lb
|
Maximum load on cylinder 2
|
51250 lb
|
Type of fracture pattern of cylinder 1
|
5
|
Type of fracture pattern of cylinder 2
|
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
|
Age of specimen
|
1 days
|
Age of specimen in hours
|
14 hours
|
DIME Test ID: 2021-07-07-5-6
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/15/2021
Date Tested: 07/14/2021
Submitted By Organization: Oldcastle Precast, Incorporated - Pleasanton
Organization Address: 1233 Quarry Lane, Suite 145,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94566
Organization Email: juan.maiz@oldcastle.com
Organization Phone: (925) 750-6646
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
|
Average diameter of cylinder 1
|
5.99 in
|
Average diameter of cylinder 2
|
6.00 in
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
Cross sectional area of cylinder 1
|
28.18 in^2
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
Compressive strength (to nearest 10 psi)
|
6580 psi
|
Maximum load on cylinder 1
|
182550 lb
|
Maximum load on cylinder 2
|
188430 lb
|
Type of fracture pattern of cylinder 1
|
5
|
Type of fracture pattern of cylinder 2
|
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
|
Age of specimen
|
7 days
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2021-07-07-5-7
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/04/2021
Date Tested: 08/04/2021
Submitted By Organization: Oldcastle Precast, Incorporated - Pleasanton
Organization Address: 1233 Quarry Lane, Suite 145,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94566
Organization Email: juan.maiz@oldcastle.com
Organization Phone: (925) 750-6646
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
|
5.99 in
|
Average diameter of cylinder 2
|
5.99 in
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
Average diameter of cylinder 3
|
5.99 in
|
Cross sectional area of cylinder 1
|
28.18 in^2
|
Cross sectional area of cylinder 2
|
28.18 in^2
|
Cross sectional area of cylinder 3
|
28.18 in^2
|
Compressive strength (to nearest 10 psi)
|
8400 psi
|
Maximum load on cylinder 1
|
239180 lb
|
Maximum load on cylinder 2
|
232770 lb
|
Maximum load on cylinder 3
|
237380 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
|
Age of specimen
|
28 days
|
Age of specimen in hours
|
no data0 hours
|