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Testing Report for 2021-03-09-8-3

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

Project Information

DEA: 040J6424
EFIS: 0414000476
Project ID: 214422
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.: Jonathan Chi

Sample Information

DIME Sample ID: 2021-03-09-8
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: 3/9/2021
Date that the sample was received by the laboratory/organization performing the testing: 3/9/2021
The quantity of what the sample constitutes: 9
A brief description of the sample: SCC concrete
From where was the sample collected: Manufacturer
Laboratory sample identification: 21046
Structure unique identifier: 04-son-101-32.8/R54.2
Structure name: State Hwy in Sonoma County 101/128 Seperation
The fabricator/manufacturer/facility name: Oldcastle Infrastructure

Material Information

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: 24696
Concrete batch plant: Oldcastle Infrastructure
The fabricator/manufacturer designation for the sample: 90050
A detailed description of where the material sample was collected: Travelling Bucket
Where the material sample would have been placed if not sampled: RCBC
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2021-03-09-8-3
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 4/6/2021
Verified Date: 4/12/2021
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
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): 8660 psi
Maximum load on cylinder 1: 243150 lb
Maximum load on cylinder 2: 243590 lb
Maximum load on cylinder 3: 247990 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 2
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: no data