DIME - Test Summary

Summary for Test 2023-08-18-89-1

Test performed: ASTM C39-21

Project Identifiers	Project ID: 993333 DEA: 04264724 EFIS: 0419000068
DIST-CO-RTE-PM	04-MRN-101-R20.8/27.1
Award Date	04/26/2022
Closeout Date	Not set
Work Description	CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL.
Location Description	MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE
QA Service Level	1 (Verified on 11/01/2021)

Sample Taken Date	08/18/2023	Sample Unique Key	89
Will the laboratory/organization for which you are a member perform testing on this material sample?	Yes	Date that the sample was received by the laboratory/organization performing the testing	08/19/2023
Sample type	Quality Control	A brief description of the sample	concrete
The quantity of what the sample constitutes	27 CY	From where was the sample collected	Job Site
First name of sampler or witnessed by	Cameron	Last name of sampler or witnessed by	Carlson
Title of sampler	QC Field Technician	Telephone number of sampler
Laboratory sample identification	S-392 to S-397	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Shamrock Materials Petaluma	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name	drainage systems

Material Type	Concrete	The concrete mix design number	SL-4201CG
The truck number from where the sample was collected	413958	The batch plant ticket number from where the sample was collected	413958
Concrete batch plant	Shamrock Materials	The fabricator/manufacturer designation for the sample	SL-4201CG
A detailed description of where the material sample was collected	back of truck	Where the material sample would have been placed if not sampled	drainage system
From Lot No.		Bag Lot No.

DIME Sample ID: 2023-08-18-89

DIME Test ID: 2023-08-18-89-1

Testing Lab: Pavement Engineers

Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Test Release Date: 2023-10-06

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Michelle Holub

Date of test: 08/25/2023

Capped in accordance with?: no data

Apparent mass of submerged cylinder 1: 0 lb

Average diameter of cylinder 1: 4.00 in

Average diameter of cylinder 2: 4.00 in

Maximum load on cylinder 1: 78840 lb

Maximum load on cylinder 2: 74345 lb

Type of fracture pattern of cylinder 1: 2

Type of fracture pattern of cylinder 2: 2

Comment on any defect in either specimen or caps (Max 250 Characters): no data

Correction factor for cylinder 1: 1.00

Correction factor for cylinder 2: 1.00

Age of specimen: 7 days

Age of specimen in hours: 7 hours

Cross sectional area of cylinder 1: 12.57 in^2

Cross sectional area of cylinder 2: 12.57 in^2

Compressive strength (to nearest 10 psi): 6100 psi

Serial number of delivery ticket, if available: 413958

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/6/2023 ✔