Print Report | Back to Test Summary

Testing Report for 2021-04-01-8-7

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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: Unknown
Contractor Address: Unknown
Resident Engineer: Syd Valeh Structure Rep.: Chi, Jonathan

Sample Information

DIME Sample ID: 2021-04-01-8
TL Number from the TL Form:
Sample Submitted By Organization: Oldcastle Precast Inc. Pleasanton Plant
Sample Organization Contact: 925-846-8183
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 04/01/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/01/2021
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: 21062
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

Material Information

The concrete mix design number: 54
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 90676
Concrete batch plant: Oldcastle Infrastructure
The fabricator/manufacturer designation for the sample: Mix No. 54
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.:

Test Information

DIME Test ID: 2021-04-01-8-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/12/2021
Date Tested: 04/02/2021
Submitted By Organization: Oldcastle Precast Inc. Pleasanton Plant
Organization Address: 3786 Valley Avenue,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94566
Organization Email: juan.maiz@oldcastle.com
Organization Phone: 925-846-8183
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 3 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
Compressive strength (to nearest 10 psi) 7930 psi
Maximum load on cylinder 1 217750 lb
Maximum load on cylinder 2 224810 lb
Maximum load on cylinder 3 229760 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 0 hours